Mechanics of materials and interfaces: The disturbed state concept

Mechanics of Materials and Interfaces: The Disturbed State Concept

Volumn , Issue , 2000, Pages 1-698

  Desai, Chandrakant S ^a  

^a University of Arizona   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85056961081     PISSN: None     EISSN: None     Source Type: Book    
DOI: None     Document Type: Book

References (592)

1. Miller, J., The Vision of Cosmic Order in the Vedas, Routledge & Kegal Palu, London, 1985.
2. Swami Nikhilananda, The Upanishads, Harper Torchbooks, New York, 1963.
3. Griffiths, R.T.H., The Hymns of the Rigveda, Motilal Banarasidas, New Delhi, India, 1973.
4. Wald, G., “The Cosmology of Life and Mind,” in Synthesis of Science and Religion, Singh, T.D. and Gomatam, R. (Editors), The Bhaktivedanta Institute, San Francisco, CA, 1987.
5. Schrödinger, E., What Is Life?, MacMillan Publ. Co., New York, 1965.
6. Capra, F., The Tao of Physics, Shambhala, Berkeley, CA, 1976.
7. Zukav, G., The Dancing Wu Li Masters: An Overview of the New Physics, William Morrow and Co., New York, 1979.
8. Goswami, A., Reed, R.E., and Goswami, M., The Self-Aware Universe: How Consciousness Creates the Material World, Penguin Putnam, Inc., New York, 1995.
9. Fuerstein, G., Kak, S., and Frawley, D., In Search of the Cradle of Civilization, Quest Books, Wheaton, IL, 1995.
10. Swami Nikhilananda, The Upanishads, Harper Torchbooks, New York, 1963.
11. Max Müller, F. (Translator), The Upanishads, Oxford University Press, Oxford, 1884.
12. Prigogine, I. and Stengers, I., Order Out of Chaos: Man’s New Dialogue with Nature, Bantam Books, New York, 1984.
13. Bak, P. and Chen, K., “Self-organized Criticality,” Scientific American, January 1991.
14. Kachanov, L.M., Introduction to Continuum Damage Mechanics, Martinus Nijhoff Publishers, Dordrecht, The Netherlands, 1986.
15. Desai, C.S., “A Consistent Finite Element Technique for Work-Softening Behavior,” Proc. Int. Conf. On Comp. Meth. in Nonlinear Mech., J.T. Oden (editor), Univ. of Texas, Austin, 1974.
16. Desai, C.S., “Finite Element Residual Scheme for Unconfined Flow,” Int. J. Num. Meth. Eng., 10, 1976, 1415-1418.
17. Desai, C.S. and Li, G. C., “A Residual Flow Procedure and Application for Free Surface Flow in Porous Media,” Adv. in Water Resources, 6, 1983, 27-35.
18. Baseghi, B. and Desai, C.S., “Laboratory Verification of the Residual Flow Procedure for Three-Dimensional Free Surface Flow,” Water Resources Research, 26 2, 1990, 259-272.
19. Bruch, J.C., Jr., “Fixed Domain Methods for Free and Moving Boundary Flows in Porous Media,” Transport in Porous Media, 6, 1991, 627-649.
20. Kachanov, L.M., Theory of Creep, English translation editor A.J. Kennedy, National Lending Library, Boston, MA, 1958.
21. Kachanov, L.M., Introduction to Continuum Damage Mechanics, Martinus Nijhoft Publishers, Dordrecht, The Netherlands, 1986.
22. Roscoe, K.H., Scofield, A. and Wroth, C.P., “On Yielding of Soils,” Geotechnique, 8, 1958, 22-53.
23. Scofield, A.N. and Wroth, C.P., Critical State Soil Mechanics, McGraw-Hill, London, 1968.
24. Felice, C. W., Tester, V. J., and Sharer, J., “A Nondestructive Damage Assessment of PCGC Grout,” Proc. Conf. On Containment of Underground Nuclear Explosions, Univ. of Nevada, Reno, NV, 1991.
25. Desai, C.S., “Constitutive Modelling Using the Disturbed State as Microstructure Self-Adjustment Concept,” Chap. 8 in Continuum Models for Materials with Microstructure, H.B. Mühlhaus (Editor), John Wiley, Chichester, U.K., 1995.
26. Desai, C.S. and Toth, J., “Disturbed State Constitutive Modeling Based on Stress-Strain and Nondestructive Behavior,” Int. J. Solids and Structures, 33, 11, 1619-1650, 1996.
27. Desai, C.S., Park, I. J., and Shao, C., “Fundamental Yet Simplified Model for Liquefaction Instability,” Int. J. Num. Analyt. Meth. in Geomech., 22, 721-748, 1998.
28. Desai, C.S., “Liquefaction Using Disturbance and Energy Approaches,” J. of Geotech. and Geoenv. Eng., ASCE, 126 7, 2000, 618-631.
29. Scott, T.E., Azeemuddin, M., Zaman, M., and Rogiers, J. C., “Changes in Acoustic Velocity During Pore Collapse of Rocks,” News Journal, Int. Soc. of Rock Mechanics, 3 1, 1995, 14-17.
30. Owen, D.R.J. and Hinton, E. Finite Elements in Plasticity: Theory and Practice, Pineridge Press, Swansea, UK, 1980.
31. Terzaghi, K., Theoretical Soil Mechanics, John Wiley & Sons, New York, 1943.
32. Bishop, A.W. and Eldin, G., “Undrained Triaxial Tests on Saturated Sands and Their Significance in the General Theory of Shear Strength,” Geotechnique, 2, 1, 1950.
33. Perloff, W.H. and Baron, W., Soil Mechanics: Principles and Applications, The Ronald Press Co., New York, 1976.
34. Lamb, T.W. and Whitman, R. V., “The Role of Effective Stress in the Behavior of Expansive Soils,” Report, Colorado School of Mines, 54, 4, 1959.
35. Skempton, A., “Effective Stress in Soils, Concrete and Rock,” Proc. Conf. on Pore Pressure and Suction in Soils, London, 1961.
36. Desai, C.S. and Wang, Z., “Disturbed State Model for Porous Saturated Materials,” Int. J. Geomechanics, accepted 2000.
37. Chazallon, C. and Hickes, P. Y., 1998, “A Constitutive Model Coupling Elastoplasticity and Damage for Cohesive-Frictional Materials,” J. of Mech. of Cohesive-Frictional Mataerials, 3(1), 41-63.
38. Abdulla, A.A. and Kiousis, P.D., 1997, “Behavior of Cemented Sands, Parts I and II,” Int. J. Num. Analyt. Meth. Geomech., 21, 8, 533-547 and 549-568.
39. Liu, M.D., Carter, J.P., Desai, C.S., and Xu, K. J., “Analysis of the Compression of Structured Soils Using the Disturbed State Concept,” Int. J. Num. Analyt. Meth. Geomech., 24 8, 2000, 723-735.
40. Bazant, Z.P., “Nonlocal Damage Theory Based on Micromechanics of Crack Interactions,” J. Eng. Mech., ASCE, 120, 1994, 593-617.
41. Bak, P., How Nature Works, Copernicus (Springer-Verlag), New York, 1996.
42. Haken, H., Synergetics: An Introduction, Springer-Verlag, Berlin, Germany, 1978.
43. Desai, C.S., “Further on Unified Hierarchical Models Based on Alternative Correction or Disturbance Approach,” Report, Dept. of Civil Eng. & Eng. Mechs., University of Arizona, Tucson, AZ, USA, 1987.
44. Desai, C.S. and Ma, Y, “Modelling of Joints and Interfaces Using the Disturbed State Concept,” Int. J. Num. and Analyt. Methods in Geomech., 16 9, 1992, 623-653.
45. Desai, C.S., “Constitutive Modelling Using the Disturbed State as Microstructure Self-Adjustment Concept,” Chap. 8 in Continuum Models for Materials with Microstructure, H.B. Mühlhaus (Editor), John Wiley, Chichester, U.K., 1995.
46. Desai, C.S., “Hierarchical Single Surface and the Disturbed State Constitutive Models with Emphasis on Geotechnical Applications,” Chap. 5 in Geotechnical Engineering, K.R. Saxena (Editor), Oxford & IBH Pub. Co., New Delhi, India, 1994.
47. Desai, C.S. and Toth, J., “Disturbed State Constitutive Modeling Based on Stress-Strain and Nondestructive Behavior,” Int. J. Solids & Structures, 33, 11, 1619-1650, 1996.
48. Wathugala, G.W. and Desai, C.S., “Damage Based Constitutive Model for Soils,” Proc. 12th Congress on Appl. Mech., Ottawa, Canada, 1989.
49. Armaleh, S.H. and Desai, C.S., “Modelling and Testing of Cohesionless Material Using the Disturbed State Concept,” Int. J. Mech. Behavior of Materials, 5, 1994, 279-295.
50. Katti, D.R. and Desai, C.S., “Modeling and Testing of Cohesive Soil Using Disturbed State Concept,” J. of Eng. Mech., ASCE, 121 5, 1995, 648-658.
51. Schofield, A.N. and Wroth, C.P., Critical State Soil Mechanics, McGraw-Hill, London, UK, 1968.
52. Kachanov, L.M., Introduction to Continuum Damage Mechanics, Martinus Nijhoft Publishers, Dordrecht, The Netherlands, 1986.
53. Desai, C.S., “Evaluation of Liquefaction Using Disturbed State and Energy Approaches,” J. of Geotech. and Geoenv. Eng., ASCE, 126 7, 2000, 618-631.
54. Desai, C.S., Park, I.J., and Shao, C., “Fundamental Yet Simplified Model for Liquefaction Instability,” Int. J. Num. Analyt. Meth. Geomech., 22, 1998, 721-748.
55. Desai, C.S., Shao, C., and Park, I.J., “Disturbed State Modelling of Cyclic Behavior of Soils and Interfaces in Dynamic Soil-Structure Interfaces,” Proc. 9th Int. Conf. On Computer Methods and Adv. in Geomech., Wuhan, China, 1997.
56. Weibull, W.A., “A Statistical Distribution Function of Wide Applicability,” Applied Mechanics, 18, 1951, 293-297.
57. Desai, C.S., Kundu, T., and Wang, G., “Size Effect on Damage Parameters for Softening in Simulated Rock,” Int. J. Num. Analyt. Methods in Geomech., 14, 1990, 509-517.
58. Desai, C.S., Chia, J., Kundu, T., and Prince, J., “Thermomechanical Response of Materials and Interfaces in Electronic Packaging: Parts I and II,” J. of Elect. Packaging, ASME, 119, 4, 1997, 294-300; 301-309.
59. Desai, C.S., Basaran, C., and Zhang, W., “Numerical Algorithms and Mesh Dependence in the Disturbed State Concept,” Int. J. Num. Methods in Eng., 40 16, 1997, 3059-3083.
60. Desai, C.S., Dishongh, T., and Deneke, P., “Disturbed State Constitutive Model for Thermomechanical Behavior of Dislocated Silicon with Impurities,” J. of Appl. Physics, 84, 11, 1998.
61. Dishongh, T.J. and Desai, C.S., “Disturbed State Concept for Materials and Interfaces with Application in Electronic Packaging,” Report to NSF, Dept. of Civil Engng. and Engng. Mechanics, University of Arizona, Tucson, AZ, USA, 1996.
62. Boltzmann, L., Lectures on Gas Theory, University of California Press, S. Brush (translator), 1998, 1964.
63. Prigogine, I. and Stengers, I., Order Out of Chaos: Man’s New Dialogue with Nature, Bantam Books, New York, 1984.
64. Halliday, D. and Resnick, R., Physics, John Wiley & Sons, New York, 1966.
65. Haasen, P., in Dislocation Dynamics, edited by A.R. Rosenfield et al., Battle Institute Materials Science Colloquia, 1967; McGraw-Hill, New York, 1968.
66. Dillon, D.W., Tsai, C.T., and De Angelis, R.J., “Dislocation Dynamics During the Growth of Silicon Ribbon,” J. of Applied Physics, 60 5, 1986, 1784-1792.
67. Basaran, C. and Yan, C.Y., “A Thermodynamic Framework for Damage Mechanics of Solder Joints,” J. of Electronic Packaging, ASME, 120 4, 1998, 379-384.
68. Dunstan, S., Principles of Chemistry, Van Nostrand Reinhold Co., New York, 1968.
69. Press, W.H., Plannery, B.P., Teukolsky, S.A., and Vetterling, W.T., Numerical Recipes in Pascal, Cambridge Univ. Press, Cambridge, U.K., 1986.
70. Toth, J. and Desai, C.S., “Development of Lunar Ceramic Composites, Testing and Constitutive Modeling Including Cemented Sand,” Report, Dept. of Civil Engng. and Engng. Mechanics, University of Arizona, Tucson, AZ, 1994.
71. Desai, C.S., Chia, J., Kundu, T., and Prince, J., “Thermomechanical Response of Materials and Interfaces in Electronic Packaging, Part I-Unified Constitutive Model and Calibration; Part II-Unified Constitutive Model, Validation and Design,” J. of Electronic Packaging, ASME, 119, 4, 1997, 294-300; 301-309.
72. Kachanov, L.M., Introduction to Continuum Damage Mechanics, Martinus Nijhoft Publishers, Dordrecht, The Netherlands, 1986.
73. Bazant, Z.P. and Cedolin, L., Stability of Structures, Oxford Univ. Press, New York, 1991.
74. Desai, C.S., Basaran, C., and Zhang, W., “Numerical Algorithms and Mesh Dependence in the Disturbed State Concept,” Int. J. Num. Meth. Eng., 40, 1997, 3059-3083.
75. Bazant, Z.P., “Nonlocal Damage Theory Based on Micromechanics of Crack Interactions,” J. of Eng. Mech., ASCE, 120, 1994, 593-617.
76. Mühlhaus, H.B., Continuum Models for Materials with Microstructure, John Wiley & Sons, UK, 1995.
77. Frantziskonis, G. and Desai, C.S., “Constitutive Model with Strain Softening,” Int. J. Solids & Struct., 23, 6, 1987, 751-767.
78. Desai, C.S., “Constitutive Modelling Using the Disturbed State as Microstructure Self-Adjustment Approach,” Chap. 8 in Continuum Models for Materials with Microstructure, John Wiley & Sons, Chichester, UK, 1995.
79. Schofield, A.N. and Wroth, C.P., Critical State Soil Mechanics, McGraw-Hill, London, 1968.
80. Bowen, R.M., “Theory of Mixtures” in Continuum Physics, Eringen, A.C. (Editor), Academic Press, New York, 1976.
81. Armaleh, S.H. and Desai, C.S., “Modelling and Testing of a Cohesionless Soil Using the Disturbed State Concept,” Int. J. Mech. Behavior of Materials, 5, 3, 1994.
82. Katti, D.R. and Desai, C.S., “Modelling and Testing of Cohesive Soils Using the Disturbed State Concept,” J. of Eng. Mech., ASCE, 121 5, 1995, 648-658.
83. Terzaghi, K., Peck, R.B., and Mesri, G., Soil Mechanics in Engineering Practice, John Wiley & Sons, New York, 1996.
84. Desai, C.S. and Siriwardane, H.J., Constitutive Laws for Engineering Materials, Prentice-Hall, Englewood Cliffs, NJ, 1984.
85. Shao, C. and Desai, C.S., “Implementation of DSC Model for Dynamic Analysis of Soil-Structure Interaction Problems,” Report to NSF, Dept. of Civil Engng. and Engng. Mechanics., University of Arizona, Tucson, AZ, USA, 1998.
86. Fung, Y.C., Foundations of Solid Mechanics, Prentice-Hall, Inc., Englewood Cliffs, New Jersey, 1965.
87. Malvern, L.E., Continuum Mechanics, MacMillan Publishing Co., New York, 1966.
88. Timoshenko, S.P. and Goodier, J.N., Theory of Elasticity, 3rd Edition, McGraw-Hill Book Co., New York, 1970.
89. Desai, C.S. and Siriwardane, H.J., Constitutive Laws for Engineering Materials, Prentice-Hall, Englewood Cliffs, NJ, 1984.
90. Eringen, A.C., Nonlinear Theory of Continuous Media, McGraw-Hill Book Co., New York, 1962.
91. Truesdell, C., Continuum Mechanics-The Mechanical Foundations of Elasticity and Fluid Dynamics, Vol. 1, Gordon and Breach, Science Publishers, New York, 1967.
92. Franklin, J.N., Matrix Theory, Prentice-Hall, Englewood Cliffs, NJ, 1968.
93. Kachanov, L.M., Introduction to Continuum Damage Mechanics, Martinus Nijhoft Publishers, Dordrecht, The Netherlands, 1986.
94. Seraphim, D., Lasky, R., and Li, C., Principles of Electronic Packaging, McGraw-Hill, New York, 1989.
95. Knecht, S. and Fox, L., “Integrated Matrix Creep: Application to Accelerated Testing and Lifetime Prediction,” in Solder Joint Reliability, Lau, J.H. (Editor), Van Nostrand Reinhold, New York, 1995.
96. Sarihan, V., “Temperature Dependent Viscoplastic Simulation of Controlled Collapse Under Thermal Cycling,” J. of Electronic Packaging, ASME, 115, 1993, 16-21.
97. Desai, C.S., Chia, J., Kundu, T., and Prince, J.L., “Thermomechanical Response of Materials and Interfaces in Electronic Packaging: Part I - Unified Constitutive Model and Calibration; Part II - Unified Constitutive Models, Validation and Design,” J. of Elect. Packaging, ASME, 119, 4, 1997, 294-300; 301-309.
98. Riemer, D.E., “Prediction of Temperature Cycling Life for SMT Solder Joints on TCE-Mismatched Substrates,” Proc. Electronic Component Conf., IEEE, 1990, 418-423.
99. Skipor, A., Harren, S., and Botsis, J., “Constitutive Characterization of 63/37 Sn/Pb Eutectic Solder Using the Bodner-Partom Unified Creep-Plasticity Model,” Adv. in Elect. Packaging, Proc. Joint ASME/JSME Conf. On Electronic Packaging, Chen, W.T. and Abe, H. (Editors), Vol. 2, 1992, 661-672.
100. Pan, T.Y., “Thermal Cycling-Induced Plastic Deformation in Solder Joints-Part I:Accumulated Deformation in Surface Mount Joints,” J. Electronic Packaging, ASME, 113, 1991, 8-15.
101. Chia, J. and Desai, C.S., “Constitutive Modelling of Thermomechanical Response of Materials in Semiconductor Devices Using the Disturbed State Concept,” Report to NSF, Dept. of Civil Eng. and Eng. Mechs., University of Arizona, Tucson, AZ, USA, 1994.
102. Desai, C.S. and Girdner, K., “Structural Materials from Lunar Simulants Through Thermal Liquefaction,” Proc. Eng. Construction and Operations in Space II, ASCE, Denver, Colorado, 1992, 528-536.
103. Toth, J. and Desai, C.S., “Development of Lunar Ceramic Composites, Testing and Constitutive Modelling Including Cemented Sand,” Report, Dept. of Civil Engng. and Engng. Mechanics, University of Arizona, Tucson, Arizona, USA, 1994.
104. Desai, C.S. and Toth, J., “Disturbed State Constitutive Modeling Based on Stress-Strain and Nondestructive Behavior,” Int. J. Solids & Struct., 33 11, 1996, 1619-1650.
105. Hudson, A., “Wave Speed and Attenuation of Elastic Waves in Material Containing Cracks,” Geophys. J., Royal Astron. Soc., 64, 1981, 113-150.
106. Desai, C.S., Jagannath, S.V., and Kundu, T., “Mechanical and Ultrasonic Response of Soil,” J. of Eng. Mech., ASCE, 121 6, 1995, 744-752.
107. Prager, W., “Recent Developments in Mathematical Theory of Plasticity,” J. of Appl. Phys., 2013, 1949, 235-241.
108. Hill, R., The Mathematical Theory of Plasticity, Oxford Univ. Press, Oxford, 1950.
109. Drucker, D.C., “A More Fundamental Approach to Plastic Stress-Strain Relations,” Proc. First U.S. Nat. Congr. Appl. Mech., 1951, 487-491.
110. Drucker, D.C., “A Definition of Stable Inelastic Material,” ASME Trans., 81, 1959, 101-106.
111. Callister, W.D., Material Science and Engineering-An Introduction, John Wiley & Sons, New York, 1985.
112. Bridgeman, P.W., Studies in Large Plastic Flow and Fracture with Special Emphasis on the Effects of Hydrostatic Pressure, McGraw-Hill Book Co., New York, 1952.
113. Fung, Y.C., Foundations of Solid Mechanics, Prentice-Hall, Inc., Englewood Cliffs, NJ, 1965.
114. Malvern, L.E., Introduction to Mechanics of Continuous Medium, Prentice-Hall, Inc., Englewood Cliffs, NJ, 1969.
115. Kachanov, L.M., Foundations of Theory of Plasticity, North-Holland Publishing Co., Amsterdam, 1971.
116. Mendelson, A., Plasticity: Theory and Applications, MacMillan Publ. Co., New York, 1968.
117. Owen, D.R.J. and Hinton, E., Finite Elements in Plasticity: Theory and Practice, Pineridge Press, Swansea, U.K., 1980.
118. Desai, C.S. and Siriwardane, H.J., Constitutive Laws for Engineering Materials, Prentice-Hall, Inc., Englewood Cliffs, NJ, 1984.
119. Chen, W.F. and Han, D.J., Plasticity for Structural Engineers, Springer-Verlag, New York, 1988.
120. Reyes, S.F. and Deere, D.U., “Elastic-plastic Analysis of Underground Openings by the Finite Element Method,” Proc. 1st Int. Cong. Rock Mech., Vol. II, Lisbon, 1966, 477-486.
121. Christian, J.T. and Desai, C.S., “Constitutive Laws for Geologic Media,” Chapter 12 in Numerical Methods in Geotechnical Engineering, C.S. Desai and J.T. Christian (Editors), McGraw-Hill Book Co., New York, 1977.
122. Desai, C.S. and Abel, J.F., Introduction to the Finite Element Method, Van Nostrand Reinhold Co., New York, 1972.
123. Hvorslev, M.J., “Physical Properties of Remolded Cohesive Soils,” Translation 69-5, U.S. Army Corps of Engineers Waterways Experiment Stn., Vicksburg, MS, June 1969.
124. Casagrande, A., “Characteristics of Cohesionless Soils Affecting the Stability of Slopes and Earth Fills,” J. Boston Soc. Civil Eng., 1936, 257-276.
125. Roscoe, A.N., Schofield, A., and Wroth, P.C., “On Yielding of Soils,” Geotechnique, 8, 1958, 22-53.
126. Schofield, A.N. and Wroth, P.C., Critical State Soil Mechanics, McGraw-Hill Book Co., London, 1968.
127. DiMaggo, F.L. and Sandler, I., “Material Model for Granular Soils,” J. Eng. Mech., ASCE, 97 3, 1971, 935-950.
128. Banerjee, P.K. and Yousif, N.B., “A Plasticity Model for Mechanical Behaviour of Anisotropically Consolidated Clay,” Int. J. Numer. Analyt. Meth. Geomech., 10 5, 1986, 521-541.
129. Brown, E.T. and Yu, H.S., “A Model for the Ductile Yield of Porous Rock,” Int. J. Numer. Analyt. Meth. Geomech., 12 6, 1988, 679-688.
130. Desai, C.S., “A General Basis for Yield, Failure and Potential Functions in Plasticity,” Int. J. Numer. Analy. Methods Geomech., 4, 1980, 361-375.
131. Desai, C.S. and Faruque, M.O., “Constitutive Model for Geologic Materials,” J. Eng. Mech., ASCE, 110 9, 1984, 1391-1408.
132. Desai, C.S., Somasundaram, S., and Frantziskonis, G., “A Hierarchical Approach for Constitutive Modelling of Geologic Materials,” Int. J. Numer. Anal. Methods in Geomech., 10 3, 1986, 225-257.
133. Desai, C.S. and Wathugala, G.N., “Hierarchical and Unified Models for Solids and Discontinuities,” Notes for Short Course, Tucson, Arizona, USA, 1987.
134. Desai, C.S., “Hierarchical Single Surface and the Disturbed State Constitutive Models with Emphasis on Geotechnical Applications,” Chapter 5 in Geotechnical Engineering, K.R. Saxena (editor), Oxford & IBH Publ. Co., New Delhi, India, 1994.
135. Desai, C.S., “Constitutive Modelling Using the Disturbed State as Microstructure Self-Adjustment Concept,” Chapter 8 in Continuum Models for Materials with Microstructure, H.B. Mühlhaus (editor), John Wiley, U.K, 1995.
136. Matsuoka, H. and Nakai, T., “Stress-Deformation and Strength Characteristics of Soil Under Three Different Principal Stresses,” Proc. Jap. Soc. Civil Engrs., No. 232, 1974, 59-70.
137. Lade, P.V. and Duncan, J.H., “Elastoplastic Stress-Strain Theory for Cohesionless Soil,” J. Geotech. Eng., ASCE, 101 10, 1975, 1037-1053.
138. Lade, P.V. and Kim, M.K., “Single Hardening Constitutive Model for Frictional Materials. III. Comparisons with Experimental Data,” Computers and Geotechnics, 6, 1988, 31-47.
139. Vermeer, P.A., “A Five-Constant Model Unifying Well-Established Concepts,” Proc. Int. Workshop on Constitutive Relations for Soils, Grenoble, 1982, 1984, 175-197.
140. Mroz, Z., “On the Description of Anisotropic Work Hardening,” J. Mech. Phys. Solids, 15, 1967, 163-175.
141. Mroz, Z., Norris, V.A., and Zienkiewicz, O.C., “An Anisotropic Hardening Model for Soils and Its Application to Cyclic Loading,” Int. J. Numer. Analy. Methods Geomech., 2, 1978, 203-221.
142. Mroz, Z., Norris, V.A., and Zienkiewicz, O.C., “Application of an Anisotropic Hardening Model in the Analysis of Elasto-plastic Deformation of Soils,” Geotechnique, 29 1, 1979, 1-34.
143. Krieg, R.D., “A Practical Two-Surface Plasticity Theory,” J. Appl. Mech., 42, 1975, 641-646.
144. Prevost, J.H., “Plasticity Theory of Soil Stress-Strain Behavior,” J. Eng. Mech., ASCE, 104 5, 1978, 1177-1194.
145. Dafalias, Y.F. and Popov, E. P., “A Model for Nonlinearly Hardening Materials for Complex Loading,” Acta Mech., 21 3, 1975, 173-192.
146. Dafalias, Y.F., “A Bounding Surface Plasticity Model,” Proc. 7th Can. Cong. Appl. Mech., Sherbrooke, Canada, 1979.
147. Baker, R. and Desai, C.S., “Consequences of Deviatoric Normality in Plasticity with Isotropic Hardening,” Int. J. Num. Analyt. Meth. Geomech., 6 3, 1982, 383-390.
148. Desai, C.S. and Hashmi, Q.S.E., “Analysis, Evaluation and Implementation of a Nonassociative Model for Geologic Materials,” Int. J. Plasticity, 5, 1989, 397-420.
149. Frantziskonis, G., Desai, C.S., and Somasundaram, S., “Constitutive Model for Nonassociative Behavior,” J. of Eng. Mech., ASCE, 112, 1986, 932-946.
150. Desai, C.S., Letter to the Editor for “Single Surface Yield and Potential Function Plasticity,” by Lade, P.V. and Kim. M.K., Computers and Geotechnics, 7, 1989, 319-335.
151. Desai, C.S., “Discussion to Single Hardening Model with Application to NC Clay,” J. Geotech. Eng., ASCE, 118 2, 1990, 337-340.
152. Roscoe, K.H., Schofield, A.N., and Wroth, C.P., “On Yielding of Soils,” Geotechnique, 8, 1958, 22-53.
153. Schreyer, H.L., “A Third Invariant Plasticity Theory for Frictional Materials,” J. of Structural Mech., June 1983.
154. Sture, S., “Model by Prevost,” Proc., Workshop Session, Symposium on Implementation of Computer Procedures and Stress-Strain Laws in Geotech. Eng., Chicago, IL, 1981.
155. Somasundaram, S. and Desai, C.S., “Modelling and Testing for Anisotropic Behavior of Soils,” J. Eng. Mech., ASCE, 114, 1988, 1473-1496.
156. Desai, C.S. and Galagoda, H.M., “Earthquake Analysis with Generalized Plasticity Model for Saturated Soils,” J. Earthquake Eng. and Struct. Dyn., 18 6, 1989, 903-919.
157. Wathugala, G.W. and Desai, C.S., “Constitutive Model for Cyclic Behavior of Cohesive Soils, I: Theory,” J. Geotech. Eng., ASCE, 119, 4, 714-729.
158. Desai, C.S. and Zhang, D., “Viscoplastic Model with Generalized Yield Function,” Int. J. Numer. Methods Geomech., 11, 1987, 603-620.
159. Desai, C.S., Samtani, N.C., and Vulliet, L., “Constitutive Modeling and Analysis of Creeping Slopes,” J. Geotech. Eng., ASCE, 121 1, 1995, 43-56.
160. Samtani, N.C., Desai, C.S., and Vulliet, L., “An Interface Model to Describe Viscoplastic Behavior,” Int. J. Numer. Analyt. Methods Geomech., 20 4, 1996, 231-252.
161. Katti, D.R. and Desai, C.S., “Modelling and Testing of Cohesive Soil Using the Disturbed State Concept,” J. Eng. Mech., ASCE, 121, 1994, 648-658.
162. Desai, C.S. and Salami, M.R., “A Constitutive Model and Associated Testing for Soft Rock,” Int. J. Rock Mech. & Min. Sc., 24 5, 1987, 299-307.
163. Desai, C.S. and Salami, M.R., “A Constitutive Model for Rocks,” J. Geotech. Eng., ASCE, 113 5, 1987, 407-423.
164. Salami, M.R. and Desai, C.S., “Constitutive Modelling of Concrete and Rocks Under Multiaxial Compressive Loading,” Report, Dept. of Civil Eng. and Eng. Mechs., University of Arizona, Tucson, AZ, 1986
165. Desai, C.S. and Varadarajan, A., “A Constitutive Model for Quasistatic Behavior of Rock Salt,” J. of Geophys. Research, 92, B11, 1987, 11, 445-11, 456.
166. Lade, P.V., “Three-Parameter Failure Criterion for Concrete,” Proc. ASCE, 108 5, 1982, 850-863.
167. Hoek, E. and Brown, E.T., “Empirical Strength Criterion for Rock Masses,” J. Geotech. Eng., ASCE, 106 9, 1980, 1013-1035.
168. Chia, J. and Desai, C.S., “Constitutive Modelling of Thermomechanical Response of Materials in Semiconductor Devices Using the Disturbed State Concept,” Report to NSF, Dept. of Civil Eng. and Eng. Mechs., University of Arizona, Tucson, AZ, 1994.
169. Desai, C.S., Chia, J., Kundu, T., and Prince, J.L., “Thermomechanical Response of Materials and Interfaces in Electronic Packaging, Parts I & II,” J. of Elect. Packaging, ASME, 119, 1997, 294-300; 301-309.
170. Wathugala, G.W. and Desai, C.S., “Finite Element Dynamic Analysis of Nonlinear Porous Media with Application to Piles in Saturated Clays,” Report to NSF, Dept. of Civil Eng. and Eng. Mechs., University of Arizona, Tucson, AZ, 1990.
171. Riemer, D.C., “Prediction of Temperature Cycling Life for SMT Solder Joints on TCE-Mismatched Substrates,” Proc. Elect. Comp., IEEE, New Jersey, 1990, 418-423.
172. Desai, C.S. and Siriwardane, H.J., Constitutive Laws for Engineering Materials, Prentice-Hall, Englewood Cliffs, NJ, 1984.
173. Hill, R., The Mathematical Theory of Plasticity, Oxford Univ. Press, London.
174. Drucker, D.C., “Some Implications of Work Hardening and Ideal Plasticity,” Quart. Appl. Math., 7 4, 1950, 411-418.
175. Desai, C.S. and Abel, J.F., Introduction to the Finite Element Method, Van Nostrand Reinhold Co., New York, 1972.
176. Desai, C.S. and Kundu, T., Introductory Finite Element Method, CRC Press, Boca Raton, FL, 2000, under publication.
177. Faruque, M. and Desai, C.S., “Implementation of a General Constitutive Model for Geologic Materials,” Int. J. Numer. Analyt. Methods Geomech., 9, 5, 1985.
178. Potts, D.M. and Gens, A., “A Critical Assessment of Methods of Corrections for Drift from Time-Yield Surface in Elastoplastic Finite Element Analysis,” Int. J. Numer. Analy. Methods Geomech., 9, 1985, 149-159.
179. Sloan, S.W., “Substepping Schemes for the Numerical Integration of Elastoplastic Stress-Strain Relations,” Int. J. Num. Meth. in Eng., 24, 1987, 893-911.
180. Prager, W., “Non-isothermal Plastic Deformation,” Bol. Koninke, Nederl. Acad. Wet, 8(61/3), 1958, 176-182.
181. Ziegler, H., “A Modification of Prager’s Hardening Rule,” Quart. Appl. Math., 17, 1959, 55-65.
182. Chen, J. and Desai, C.S., “Optimization of the Disturbed State Concept for Constitutive Modelling, and Application in Finite Element Analysis, Report to NSF, Dept. of Civil Engng. and Engng. Mechanics, University of Arizona, Tucson, Arizona, 1997.
183. Gudehus, G., “Requirements for Constitutive Relations for Soils,” Chapter 4 in Mechanics of Geomaterials, Z. Bazant (Editor), John Wiley & Sons, U.K., 1985, 47-63.
184. Dolezalova, M., “Stress Path Analysis of Geotechnical Structures and Selection of Constitutive Models for Geomaterials,” Proc. 9th Int. Conf. on Computer Methods and Advances in Geomech., J.X. Yuan (Editor), A.A. Balkema, The Netherlands, 1997, 123-132.
185. Dolezalova, M., Boudik, Z., and Hladik, I., “Numerical Testing and Comparison of Constitutive Models of Geomaterials,” Acta Montana (Prague), Series A:Geodynamics, 1 87, 1992, 33-56.
186. Desai, C.S., Sharma, K.G., Wathugala, G.W., and Rigby, D., “Implementation of Hierarchical Single Surface _0 and _1 Models in Finite Element Procedure,” Int. J. Num. Analyt. Meth. in Geomech., 15, 1991, 649-680.
187. Desai, C.S. and Toth, J., “Disturbed State Constitutive Modelling Based on Stress-Strain and Nondestructive Behavior,” Int. J. Solids & Struct., 33 11, 1996, 1619-1650.
188. Skipor, A., Harren, S., and Bostsis, J., “Constitutive Characterization of 63/37 Sn/Pb Eutectic Solder Using the Bodner-Parton Unified Creep-Plasticity Model,” Adv. in Elect. Packaging, Vol. 2, Proc. of 1992 Joint ASME JSMT Conf. on Electronic Packaging, Chen, W.T. and Abe, H. (Editors), ASME, NY, 661-672.
189. Solomon, H.D., “Low Cycle Fatigue of 60/40 Solder-Plastic Strain Limited vs. Displacement Limited Testing,” Proc. ASM Elect. Packaging: Materials and Processes, ASM, 1986, 29-49.
190. Cole, M., Canfield, T., Banks, D., Winton, M., Walsh, A., and Goyna, S., “Constant Strain Rate Tensile Properties of Various Lead Based Solder Alloys at 0, 50, and 100%C,” Proc. Materials Development in Microelectronic Packaging Conf., Montreal, Canada, 1991.
191. Nir, N., Dudderar, T.D., Wong, C.C., and Storm, A. R., “Fatigue Properties of Microelectronic Solder Joints,” J. of Elect. Packaging, ASME, 113, 1991.
192. Savage, E. and Getzan, G., “Mechanical Behavior of Gotin/40 Lead Solder at Various Strain Rates and Temperatures,” Proc. Int. Soc. Hybrid Microelectronics (ISHM) Conf., Nashville, TN, USA, 1990.
193. Dishongh, T. and Desai, C.S., “Disturbed State Concept for Materials and Interfaces with Applications in Electronic Packaging,” Report to NSF, Dept. of Civil Eng. and Eng. Mechanics, University of Arizona, Tucson, AZ, 1996.
194. Scheele, F., Desai, C.S., and Muqtadir, A., “Testing and Modelling for ‘Munich’ Sand,” Soils & Foundations, Jap. Soc. of Soil Mech. & Found. Eng., 26, 3, 1986.
195. Armaleh, S. H. and Desai, C.S., “Modelling Including Testing of Cohesionless Soils Using Disturbed State Concept,” Report, Dept. of Civil Eng. and Eng. Mechanics, University of Arizona, Tucson, AZ, 1990.
196. Galagoda, H.M. and Desai, C.S., “Nonlinear Analysis of Porous Soil Media and Application,” Report to NSF, Dept. of Civil Engng. and Engng. Mechanics, University of Arizona, Tucson, AZ, 1986.
197. Castro, G., “Liquefaction of Sands,” Ph.D. Dissertation, Harvard Univ., Cambridge, MA, USA, 1969.
198. Nishida, T., Esaki, T., Aoki, K., and Kimura, T., “On the Stress Loci by Strain Controlled Tests on Sandstone Under Generalized Triaxial Stress,” Proc. 6th Japan Symp. on Rock Mechanics, Japan, 1984, 43-48.
199. Waversik, W.R. and Hanum, D.W., “Mechanical Behavior of New Mexico Salt in Triaxial Compression up to 200%C.” J. Geophys. Research, 85(B2), 1980, 891-900.
200. Van Mier, J.G.M., “Strain Softening of Concrete Under Multiaxial Loading Conditions,” Doctoral Dissertation, Eindover Univ. of Tech., The Netherlands, 1984.
201. Frantziskonis, G. and Desai, C.S., “Constitutive Model with Strain Softening,” Int. J. Solids & Struct., 23, 6, 1987.
202. Desai, C.S. and Woo, L., “Damage Model and Implementation in Nonlinear Dynamic Problems,” Computational Mechanics, 11, 1993, 189-206.
203. Bonaquist, R.F., “Development and Application of a Comprehensive Constitutive Model for Granular Materials in Flexible Pavement Structures,” Doctoral Dissertation, Dept. of Civil Engng., Univ. of Maryland, College Park, MD, 1996.
204. Bonaquist, R.F. and Witczak, M.W., “A Comprehensive Constitutive Model for Granular Materials in Flexible Pavements,” Proc. Eighth Intl. Conf. on Asphalt Pavements, Seattle, WA, 1987, 783-802.
205. Alheid, H.J., “Friction Processes on Shear Surfaces in Granite at High Pressure and Temperature,” in High-Pressure Researches in Geoscience, W. Schreyer (Editor), 1982, 95-102.
206. Freed, A., Private communication, 1996.
207. Mogi, K., “Effect of the Intermediate Principal Stress on Rock Failure,” J. of Geophysical Research, 72 20, 1967, 5117-5131.
208. Varadarajan, A. and Desai, C.S., “Material Constants of a Constitutive Model:Determination and Use,” Int. Geotech. Journal, 23(3), 1993, 291-313.
209. Varadarajan, A., Sharma, K.G., Venkatachalam, K., and Gupta, A.K., “Constitutive Modelling of Rockfill Materials,” Proc. 4th Intl. Conf. on Constitutive Laws of Engineering Materials, RPI, Troy, NY, July 1999.
210. Janbu, N., “Soil Compressibility as Determined by Odometer and Triaxial Tests,” Proc. Euro. Conf. Soil Mech. Found. Eng., Wiesbaden, Germany, Vol. 1, 1963, 19-25.
211. Dillon, D.W., Tsai, C.T., and De Angelis, R.J., “Dislocation Dynamics During Growth of Silicon Ribbon,” J. of Applied Physics, 60 5, 1986, 1784-1792.
212. Haasen, P., in Dislocation Dynamics, edited by A. R. Rosenfield et al., Battle Inst. of Materials Sc. Colloquia, 1967, McGraw-Hill, New York, 1968.
213. Desai, C.S., Dishongh, T.J., and Deneke, P., “Disturbed State Constitutive Model for Thermomechanical Behavior of Dislocated Silicon with Impurities,” J. of Applied Physics, 84 11, 1998, 5977-5984.
214. Perzyna, P., “Fundamental Problems in Viscoplasticity,” Adv. in Appl. Mech., 9, 1966, 243-277.
215. Cormeau, I.C., “Viscoplasticity and Plasticity in Finite Element Method,” Ph.D. Dissertation, Univ. College at Swansea, U.K., 1976.
216. Zienkiewicz, O.C. and Cormeau, I.C., “Viscoplasticity-Plasticity and Creep in Elastic Solids-A Unified Numerical Solution Approach,” Int. J. Num. Meth. in Eng., 8, 1974, 821-845.
217. Katona, M.G. and Mulert, M.A., “A Viscoplastic Cap Model for Soils and Rocks,” Chap. 17 in Mechanics of Engineering Materials, C.S. Desai and R.H. Gallagher (Editors), John Wiley, Chichester, U.K., 1984, 335-349.
218. Baladi, G.Y. and Rohani, B., “Development of an Elastic Viscoplastic Constitutive Relationship for Earth Materials,” Chap. 2 in Mechanics of Engineering Materials, C.S. Desai and R.H. Gallagher (Editors), John Wiley, Chichester, U.K., 1984, 23-43.
219. Kanchi, M.B., Zienkiewicz, O.C., and Owen, D.R.J., “The Viscoplastic Approach to Problems of Plasticity and Creep Involving Geometric Nonlinear Effects,” Int. J. Num. Methods in Eng., 12, 1978, 169-181.
220. Owen, D.R.J. and Hinton, E., Finite Elements in Plasticity: Theory and Practice, Pineridge Press, Swansea, U.K., 1980.
221. Desai, C.S. and Zhang, D., “Viscoplastic Model for Geologic Materials with Generalized Flow Rule,” Int. J. Num. Analyt. Methods Geomech., 11, 1987, 603-620.
222. Desai, C.S., Samtani, N.C., and Vulliet, L., “Constitutive Modelling and Analysis of Creeping Slopes,” J. Geotech. Eng., ASCE, 121, 1995, 43-56.
223. Samtani, N.C., Desai, C.S., and Vulliet, L., “An Interface Model to Describe Viscoplastic Behavior,” Int. J. Num. Analyt. Methods Geomech., 20, 1996, 231-252.
224. Chia, J. and Desai, C.S., “Constitutive Modeling of Thermomechanical Response of Materials in Semiconductor Devices with Emphasis on Interface Behavior,” Report to NSF, Dept. of Civil Engng. and Engng. Mechs., University of Arizona, Tucson, AZ, 1994.
225. Desai, C.S., Chia, J., Kundu, T., and Prince, J., “Thermomechanical Response of Materials and Interfaces in Electronic Packaging, Part I: Unified Constitutive Model and Calibration; Part II: Unified Constitutive Models, Validation and Design,” J. of Electronic Packaging, ASME, 119, 1997, 294-309.
226. Basaran, C., Desai, C.S., and Kundu, T., “Thermomechanical Finite Element Analysis of Problems in Electronic Packaging Using the Disturbed State Concept, Part I: Theory and Formulation; Part II: Verification and Application,” J. of Electronic Packaging, ASME, 120, March 1998.
227. Chia, J. and Desai, C.S., “Constitutive Modelling of Thermoviscoplastic Response of Rock Salt,” Proc. 8th Int Conf of Computer Meth. & Adv. in Geomech., Balkema, Rotterdam, The Netherlands, 1994, 555-560.
228. Cristescu, N.D. and Hunsche, U., Time Effects in Rock Mechanics, John Wiley, Chichester, U.K., 1998.
229. Samtani, N.C. and Desai, C.S., “Constitutive Modeling and Finite Element Analysis of Slow Moving Landslides Using a Hierarchical Viscoplastic Material Model,” Report to NSF, Dept. of Civil Eng. and Eng. Mechs., University of Arizona, Tucson, AZ, 1991.
230. Hughes, T.J.R. and Taylor, R.L., “Unconditionally Stable Algorithms for Quasistatic Elasto-visco-plastic Finite Element Analysis,” Computers and Structures, 8, 1978, 19-43.
231. Dinis, L.M.S. and Owen, D.R.J., “Elastic-viscoplastic Analysis of Plates by the Finite Element Method,” Computers and Structures, 8, 1978, 207-215.
232. Pan, T.Y., “Thermal Cyclic Induced Plastic Deformations in Solder Joints-Part I: Accumulated Deformations in Surface Mount Joints,” J. of Electronic Packaging, ASME, 113, 1991, 8-15.
233. Duwez, P., “On the Plasticity of Crystals,” Physical Reviews, 47 6, 1935, 494-501.
234. Zienkiewicz, O.C., Nayak, G.C., and Owen, D.R.J., “Composites and Overlay Models in Numerical Analysis of Elasto-Plastic Continua,” Proc. Int. Symp. on Foundations of Plasticity, Warsaw, Poland, 1972.
235. Pande, G.N., Owen, D.R.J., and Zienkiewicz, O.C., “Overlay Models in Time-Dependent Nonlinear Material Analysis,” Computer and Structures, 7, 1977, 435-443.
236. Hardy, H.R., Kim, R., Stefanko, R., and Wang, Y.J., “Creep and Microseismic Activity in Geologic Materials,” Proc. 11th Symposium on Rock Mechanics (AIME), 1970, 377-414.
237. Goodman, R.E., Introduction to Rock Mechanics, John Wiley & Sons, New York, 1980, 196-201.
238. Coleman, D., “On Thermomechanics, Strain Impulses and Viscoelasticity,” Archives for Rational Mech. and Analysis, 17, 1964, 230-254.
239. Christensen, R.M., Theory of Viscoelasticity: An Introduction, Academic Press, London, 1982.
240. Schapery, R.A., “A Micromechanical Model for Nonlinear Viscoelastic Behavior of Particle-Reinforced Rubber with Disturbed Damage,” Eng. Fracture Mech., 25, 1986, 845-867.
241. Schapery, R.A., “A Theory of Mechanical Behavior of Elastic Media with Growing Damage and Other Changes in Structure,” J. Mech. Phys. Solids, 28, 1990, 215-253.
242. Valanis, K.C., “A Theory of Viscoplasticity Without a Yield Surface, Part I,” Archives of Mechanics, 23, 1971, 517-533.
243. Valanis, K.C., “An Endochromic Plasticity Theory for Concrete,” Mechanics of Materials, 5, 1986, 227-295.
244. Krempl, E., “The Overstress Dependence of Inelastic Rate of Deformation Inferred from Transient Tests,” Mat. Sc. Res. Int., 1, 1, 1995, 3-10.
245. Krempl, E. and Gleason, J.M., “Isotropic Viscoplasticity Theory Based on Overstress (VBO): The Influence of the Direction of the Dynamic Recovery Theorem in the Growth Law of the Equilibrium Stress,” Int. J. of Plasticity, 12 6, 1996, 719-735.
246. Burke, P.M., “High Temperature Creep of Polycrystalline Sodium Chloride,” Doctoral Dissertation, Stanford Univ., Stanford, CA, USA, 1968.
247. Yang, J.M., “Thermophysical Properties: Physical Properties Data for Rock Salt,” NBS 167, Nat. Bureau of Stand., Washington, DC, USA, 1981, 205-221.
248. Kern, H. and Franke, J.H., “The Effect of Temperature on the Chemical and Mechanical Behavior of Carnallitic-Halite Rocks,” Proc. 1st Conf. Mech. Behavior of Salt, Hardy, H. and Langer, M. (Editors), Pennsylvania State University, State College, PA, 1981, 181-191.
249. LeComte, P., “Creep in Rock Salt,” J. Geophysical Research, 73, 1965, 469-484.
250. Desai, C.S., “Computer Procedure DSC-SST2D and User’s Manuals,” Tucson, AZ, 1999.
251. Sharma, K.G., Private communication, 1998.
252. Yamada, Y. and Iwata, K., “Finite Element Analysis of Thermo-Viscoelastic Problems,” Seisan-Kenkyu, UDC 539.377, 24, 4, 1972, 41-46.
253. Scarpas, A., Al-Khoury, R., Van Gurp, C.A.P.M., and Erkens, S.M.J.G., “Finite Element Simulation of Damage Development in Asphalt Concrete Pavements,” Proc. 8th Int. Conf. on Asphalt Pavements, Univ. of Washington, Seattle, WA, USA, 1997, 673-692.
254. Terzaghi, K., “The Shear Resistance and Saturated Soils,” Proc. 1st Int. Conf. Soil Mech. and Found. Eng., 1, 1936, 54-56.
255. Terzaghi, K., Theoretical Soil Mechanics, John Wiley, New York, 1943.
256. DeWiest, R. J. M. (Editor), Flow Through Porous Media, Academic Press, New York, 1969.
257. Bear, J., Dynamics of Fluids in Porous Media, American Elsevier, New York, 1972.
258. Lewis, R. W. and Schrefler, B. A., The Finite Element Method in the Static and Dynamic Deformation and Consolidation of Porous Media, John Wiley and Sons, New York, 1998.
259. Coussy, O., Mechanics of Porous Continua, John Wiley, New York, 1995.
260. Biot, M. A., “General Theory of Three Dimensional Consolidation,” J. of Appl. Physics, 12, 1941, 155-164.
261. Biot, M. A., “Theory of Elasticity and Consolidation for a Porous Anisotropic Solid,” J. of Appl. Physics, 26, 1955, 182-185.
262. Sandhu, R. S. and Wilson, E. L., “Finite Element Analysis of Flow in Saturated Elastic Media,” J. of Eng. Mech., ASCE, 95, 1969, 641-652.
263. Ghaboussi, J. and Wilson, E. L., “Flow of Compressible Fluid in Porous Elastic Media,” Int. J. Num. Meth. in Eng., 5, 1973, 419-442.
264. Desai, C. S. and Saxena, S. K., “Consolidation of Layered Anisotropic Foundations,” Int. J. Num. Analyt. Methods in Geomech., 1, 1977, 5-23.
265. Booker, J. R. and Savvidou, C., “Consolidation Around a Point Heat Source,” Int. J. Numer. Analyt. Methods Geomech., 9, 1985, 173-184.
266. Desai, C. S. and Galagoda, H. M., “Earthquake Analysis with Generalized Plasticity Models for Saturated Soils,” Int. J. Earthquake Eng. and Struct. Dyn., 18 6, 1989, 903-919.
267. Desai, C. S., Wathugala, G. W., and Matlock, H., “Constitutive Model for Cyclic Behavior of Cohesive Soils II: Application,” J. of Geotech. Eng., ASCE, 119 4, 1993, 730-748.
268. Desai, C. S., Shao, C., and Park, I. J., “Disturbed State Modeling of Cyclic Behavior of Soils and Interfaces in Dynamics Soil-structure Interaction,” Proc. 5th Int. Conf. on Computer Methods and Advances in Geomech., Wuhan, China; Balkema, Rotterdam, The Netherlands, 1997.
269. Aitchison, G. D. and Donald, I. B., “Some Preliminary Studies of Unsaturated Solids,” Proc. Second Australia-New Zealand Conf. on Soil Mech. and Found. Eng., 1956, 192-199.
270. Bishop, A. W., “The Principle of Effective Stress,” Tecknish Ukebad 106, 1959, 859-863.
271. Aitchison, G. D., “Relationships of Moisture Stress and Effective Stress Function in Unsaturated Soils,” Proc. Conf. On Pore Pressure and Suction in Soils, Butterworth, London, 1960, 47-52.
272. Bishop, A. W. and Donald, I. B., “The Experimental Study of Partly Saturated Soil in the Triaxial Apparatus,” Proc. 5th Int. Conf. On Soils Mech., Paris, 1, 1961, 13-21.
273. Jennings, J. E. B. and Burland, J. B., “Limitations of the Use of Effective Stresses in Partially Saturated Soils,” Geotechnique, 12 2, 1962, 125-144.
274. Bishop, A. W. and Blight, G. E., “Some Aspects of Effective Stress in Saturated and Partly Saturated Soils,” Geotechnique, 13 3, 1963, 177-197.
275. Aitchison, G. D., “Soil Properties, Shear Strength and Consolidation,” Proc. 6th, Int. Conf. on Soil Mech. and Found. Eng., 3, 1965, 319-321.
276. Maytyas, E. L. and Rathakrishna, H. S., “Volume Change Characteristics of Partially Saturated Soils,” Geotechnique, 18 4, 1968, 432-448.
277. Barden, R. J., Madedor, A. O., and Sides, G. R., “Volume Characteristics of Unsaturated Clays,” J. Soil Mech. Fdn. Div., ASCE, 95 1, 1969, 33-51.
278. Fredlund, D. G., “Appropriate Concepts and Technology for Unsaturated Soils,” Can. Geotech. J., 16, 1979, 121-139.
279. Yong, R. N., Japp, R. D., and How, G., “Shear Strength of Partially Saturated Clays,” Proc. 4th Asian Reg. Conf. Soil Mech. Fdn. Eng., Bangkok, 2 12, 1971, 183-187.
280. Kassif, G. and Ben Shalom, A., “Experimental Relationship between Swell Pressure and Suction,” Geotechnique, 21, 3, 1971, 255.
281. Richards, B. G., “Moisture Flow and Equilibria in Unsaturated Soils,” in Soil Mechanics: New Horizons, I. K. Lee (Editor), Newness, Butterworths, London, 1974, 113-157.
282. Lytton, R. L., “Foundation in Expansive Soils,” in Numerical Methods in Geotechnical Engineering, C. S. Desai, and J. T. Christian (Eds.), McGraw-Hill, New York, 1977, 427-457.
283. Lloret, A. and Alonso, E. E., “Consolidation of Unsaturated Soil Including Swelling and Collapse Behavior,” Geotechnique, 30 4, 1980, 449-477.
284. Komornik, A., Livneh, M., and Smut, S., “Shear Strength and Swelling of Clays under Suction,” Proc. 4th Int. Conf. Expansive Soils, Denver, 1, 1980, 206-226.
285. Escario, V. and Saez, J., “The Shear Strength of Partly Saturated Soils,” Geotechnique, 36 3, 1986, 453-456.
286. Khalili, N. and Khabhaz, M. H., “A Unique Relationship for Shear Strength Determination of Unsaturated Soils,” Geotechnique, 48 5, 1998, 681-688.
287. Coleman, J. D., “Stress Strain Relations for Partly Saturated Soil, Correspondence,” Geotechnique, 12 4, 1962, 348-350.
288. Fredlund, D. G. and Morgenstern, N. R., “Constitutive Relations for Volume Change in Unsaturated Soil,” Can. Geotech. J. 13 3, 1976, 261-276.
289. Leo, C. J. and Booker, J. R., “A Boundary Element Method for Analysis of Contaminant Transport in Porous Media I: Homogeneous Porous Media, II:Non-Homogeneous Porous Media,” Int. J. Num. Analyt. Methods in Geomech., 23, 14, 1999, 1681-1699, 1701-1715.
290. Chang, C. S. and Duncan, J. M., “Consolidation Analysis for Partly Saturated Clay by using an Elastic-Plastic Effective Stress-Strain Model,” Int. J. Num. and Analyt. Methods in Geomech., 7, 1983, 39-55.
291. Geraminegad, M. and Saxena, S. K., “A Coupled Thermoelastic Model for Saturated-unsaturated Porous Media,” Geotechnique, 36 4, 1986, 536-550.
292. Desai, C. S. and Katti, D. R., “Contitutive Modelling with Extension to Expansive Soils,” Proc. 6th Int. Conf. on Expansive Soils, New Delhi, India, Dec. 1987.
293. Schrefler, B. A. and Simon, L., “A United Approach to the Analysis of Saturated-Unsaturated Elasto-Plastic Porous Media,” Proc. 7 Int. Conf. on Computer Method and Adv. in Geomech. G. Swoboda (Editor), Innsbruck, Austria, Balkema, Rotterdam, The Netherlands, 1988, 205-212.
294. Alonso, E. E., Gens, A., and Josa, A., “A Constitutive Model for Partially Saturated Soils,” Geotechnique, 40 3, 1990, 405-430.
295. Biarez, J. and Hicher, P. Y., Elementary Mechanics of Soil Behavior, Vol. 1: Saturated Remolded Soils, Balkema, Rotterdam, The Netherlands, 1994.
296. Modaressi, A. and Abou-Bekr, N., “A Unified Approach to Model the Behavior of Saturated and Unsaturated Soils,” Proc. 9th Int. Conf. Computer Methods and Adv. Geomech., Balkema, Rotterdam, The Netherlands, 1994.
297. Thomas, H. R. and He, Y., “Analysis of Coupled Heat, Moisture and Air Transfer in Unsaturated Soil,” Geotechnique, 45 4, 1995, 677-689.
298. Khalili, N. and Loret, B., “An Elastoplastic Model for the Behavior of Unsaturated Soils,” Proc., 48th Asia-Pacific Conf. on Comp. Mech., Singapore, December 1999.
299. Cui, Y. J. and Delage, P., “Yielding and Plastic Behavior of Unsaturated Compacted Silt,” Geotechnique, 46 2, 1996, 291-311.
300. Desai, C. S., Vulliet, L., Laloui, L., and Geiser, F., “Disturbed State Concept for Constitutive Modeling of Partially Saturated Porous Media,” Report, Laboratoire de Mecanique des Sols, École Polytechnique Federale de Lausanne, Laussane, Switzerland, July 1996.
301. Hueckel, T. and Peano, A. (Editors), “Thermomechanics of Clays and Clay Barrier,” Special Issue, Eng. Geology, 41, 1996, 1-318.
302. Selvadurai, A. P. S. (Editor), “Mechanics of Poroelastic Media,” Kluwer Academic Publishers, The Netherlands, 1996.
303. Wheeler, S. J., “Inclusion of Specific Water Volume within an Elasto-plastic Model for Unsaturated Soil,” Can. Geotech., 33, 1996, 42-57.
304. Pietruszczak, S. and Pande, G. N., “Constitutive Behavior for Partially Saturated Soils Containing Gas Inclusions,” J. of Geotech. Eng., ESCE, 122 1, 1996, 50-59.
305. Bolzon, G., Schrefler, B. A., and Zienkiewicz, O. C., “Elasto-plastic Soil Constitutive Laws Generalized to Partially Saturated States,” Geotechnique, 46 2, 1996, 279-289.
306. Smith, D. W., Rowe, R. K., and Booker, J. R., “The Analysis of Pollutant Migration Through Soil with Linear Hereditary Time-Dependent Sorption,” Int. J. Num. Analyt. Methods in Geomech., 17 4, 1993, 255-274.
307. Geiser, F., Laloui, L., Vulliet, L., and Desai, C.S., “Disturbed State Concept for Partially Saturated Soils,” Proc., 6th Intl. Symp. on Num. Models in Geomechanics, Montreal, Pietrusczka, S. and Pande, G.N., (Eds.), Canada, Balkema, Netherlands, July, 1997.
308. Desai, C. S. and Sherman, W. C., “Unconfined Transient Seepage in Sloping Banks,” J. of Soil Mech. and Found. Div., ASCE, 97, 2, 1971, 357-373.
309. Desai, C. S., “Finite Element Residual Schemes for Unconfined Flow,” Int. J. Num. Meth. Eng., 10, 1976, 1415-1418.
310. Desai., C. S. and Li, G. C., “A Residual Flow Procedure and Application for Free Surface Flow in Porous Media,” Int. J. Adv. in Water Resources, 6, 1983, 27-35.
311. Li, G. C. and Desai, C. S., “Stress and Seepage Analysis of Earth Dams,” J. of Geotech. Eng. Div., ASCE, 109 7, 1983, 947-960.
312. Sugio, S. and Desai, C. S., “Residual Flow Procedure for Salt Water Intrusion in Unconfined Aquifers,” Int. J. Num. Meth. Eng., 24, 1987, 1439-1450.
313. Desai, C. S. and Baseghi, B., “Theory and Verification of Residual Flow Procedure for 3-D Free Surface Seepage,” Int. J. Adv. in Water Resources, 11, 1988, 195-203.
314. Baseghi, B. and Desai, C. S., “Laboratory Verification of the Residual Flow Procedure for 3-D Free Surface Flow,” J. of Water Resources Research, 26 2, 1990, 259-272.
315. Westbrook, D. R., “Analysis of Inequality and Residual Flow Procedures and an Iterative Scheme for Free Surface Seepage,” Int. J. Num. Meth. Eng., 21, 1985, 1791-1802.
316. Baiocchi, C., “Free Boundary Problems in the Theory of Fluid Flow Through Porous Media,” Proc. Int. Congr. Math., Vol. II, Vancouver, Canada, 1974, 237-243.
317. Alt, H. W., “Numerical Solution of Steady-state Porous Flow Free Surface Boundary Problems,” Numer. Math. 36, 1980, 73-98.
318. Bruch, J. C., “Fixed Domain Methods for Free and Moving Boundary Flows in Porous Media,” J. of Transport in Porous Media, 6, 1991, 627-649.
319. Cathie, D. N. and Dungar, D. N., “The Influence of the Pressure-Permeability Relationship on the Stability of Rock-Filled Dam,” in Criteria and Assumptions for Numerical Analysis of Dams, Naylor, D. J., Stagg, K. G., and Zienkiewicz, O. C. (Editors), Univ. of Wales, Swansea, U.K., 1975.
320. Bathe, K. J. and Khoshgoftaar, M. R., “Finite Element Free Surface Seepage Analysis without Mesh Iteration,” Int. J. Num. Analyt. Meth. Geomech., 3, 1979, 13-22.
321. Ng, A. K. L. and Small, J. C., “Coupled Finite Element Analysis for Unsaturated Soils,” Int. J. Num. Analyt. Meth. in Geomech., Submitted, 1998.
322. Kim, J. M. and Parizek, R. R., “Three-Dimensional Finite Element Modeling for Consolidation due to Groundwater Withdrawal in a Desaturating Anisotropic Aquifer System,” Int. J. Num. Analyt. Meth. in Geomechanics, 23 6, 1999, 549-571.
323. Gan, J. K. M., Fredlund, D. G., and Rahandjo, H., “Determination of the Shear Strength Parameters of an Unsaturated Soil Using the Direct Shear Test,” Canadian Geotech. J., 25 3, 1988, 500-510.
324. Gyi, M. M., “Multaxial Cyclic Testing of Saturated Ottawa Soil,” M.S. Thesis, Dept. of CEEM, Univ. of Arizona, AZ, USA, 1996.
325. Park, I. J. and Desai, C. S., “Disturbed State Modeling for Dynamic and Liquefaction Analysis,” Report, Dept. of CEEM, Univ. of Arizona, AZ, USA, 1997.
326. Desai, C. S., Park, I. J., and Shao, C., “Fundamental yet Simplified Model for Liquefaction Instability,” Int. J. Num. Analyt. Meth. in Geomech., 22 7, 1998, 721-748.
327. Park, I. J. and Desai, C. S., “Cyclic Behavior and Liquefaction of Sand Using Disturbed State Concept,” J. Geotech. Geoenv. Eng., ASCE, 126, 9, 2000.
328. Desai, C. S., “Computer Code DSC-DYN2D: Theoretical Background, User’s Manual and Examples,” Tucson, AZ, 2000.
329. Shao, C. and Desai, C. S., “Implementation of DSC Model for Dynamic Analysis of Soil-structure Interaction Problems,” Report, Dept. of CEEM, Univ. of Arizona, AZ, USA, 1998.
330. Katti, D. R. and Desai, C. S., “Modeling Including Associated Testing of Cohesive Soil Using Disturbed State Concept,” Report to NSF, Dept. of CEEM, Univ. of Arizona, AZ, USA, 1991.
331. Katti, D. R. and Desai, C. S., “Modeling and Testing of Cohesive Soil Using the Disturbed State Concept,” J. of Eng. Mech., ASCE, 121 5, 1995, 648-658.
332. Geiser, F., Laloui, L., and Vulliet, L., “Constitutive Modelling of Unsaturated Sandy Silt,” Proc. 9th Int. Conf. on Computer Meth. and Adv. in Geomech., Wuhan, China, Balkema, The Netherlands, 1997.
333. Geiser, F., “Testing and Constitutive Modeling of Saturated and Partially Saturated Soils,” Ph.D. Dissertation, Institute des Sols, Roches et Fondations, École Polytechnique Federale De Lausanne, Lausanne, Switzerland, 1999.
334. Desai, C.S., “Consistent Finite Element Technique for Worksoftening Behavior,” Proc. Int. Conf. on Comp. Meth. in Nonlinear Mech., J.T. Oden (Editor), Univ. of Texas, Austin, TX, 1974.
335. Vaid, Y.P. and Thomas, J., “Liquefaction and Post Liquefaction Behavior of Sand,” J. of Geotech. Eng., ASCE, 121 2, 1995, 163-173.
336. Desai, C.S., Park, I.J., and Shao, C., “Fundamental Yet Simplified Model for Liquefaction Instability,” Int. J. Num. Analyt. Meth. Geomech., 22, 1998, 721-748.
337. Kim, Y.R., Lee, H.J., Kim, Y., and Little, D.N., “Mechanistic Evaluation of Fatigue Damage Growth and Healing of Asphalt Concrete: Laboratory and Field Experiments,” Proc. 8th Int. Conf. on Asphalt Pavements, Seattle, WA, USA, 1987, 1089-1108.
338. Liu, M.D., Carter, J.P., Desai, C.S., and Xu, K.J., “Analysis of the Compression of Structured Soils Using the Disturbed State Concept,” Int. J. Num. Analyt. Methods in Geomech., 24 8, 2000, 723-735.
339. Scofield, A.N. and Wroth, C.P., Critical State Soil Mechanics, McGraw Hill, London, U.K., 1968.
340. Liu, M.D. and Carter, J.P., “On the Volumetric Deformation of Reconstituted Soils,” Int. J. Num. Analyt. Meth. Geomech., 24 2, 2000, 101-133.
341. Terzaghi, K., “Fifty Years of Subsoil Exploration,” Proc. 3rd Int. Conf. on Soil Mech. and Found. Eng., 1953, 227-238.
342. Quigley, R.M. and Thompson, C.D., “The Fabric of Anisotropic Consolidated Sensitive Marine Clay,” Canadian Geotech. J., 3, 1966, 61-73.
343. Dillon, G.W., Tsai, C.T., and DeAnglis, R.J., “Dislocation Dynamics During the Growth of Silicon Ribon,” J. of Appl. Physics, 60 5, 1986, 1784-1792.
344. Yonenaga, I., Sumino, K., and Hoshi, J., “Mechanical Strength of Silicon Crystals as a Function of the Oxygen Concentration,” J. of Appl. Physics, 56 8, 1984, 2346-2350.
345. Desai, C.S., Dishongh, T.J., and Deneke, P., “Disturbed State Constitutive Model for Thermomechanical Behavior of Dislocated Silicon with Impurities,” J. of Appl. Physics, 84 11, 1998, 5977-5984.
346. Varadarajan, A., Sharma, K.G., and Soni, K.M., “Constitutive Modelling of a Reinforced Soil Using Hierarchical Model,” Int. J. Num. Analyt. Meth. Geomech., 23 3, 1999, 217-241.
347. Chia, J., Chern, J.C., and Lin, C.C., “DSC Finite Element Modeling of Progressive Failure in Jointed Rock,” Proc. 9th Int. Conf. on Computer Meth. and Advances in Geomech., Yuan, J.X., (Editor), Balkema, Rotterdam, 1997.
348. Desai, C.S. and Toth, J., “Disturbed State Constitutive Modeling Based on Stress-Strain and Nondestructive Behavior,” Int. J. Solids and Struct., 33 11, 1996, 1619-1650.
349. Bowden, F.P. and Tabor, D., The Friction and Lubrication of Solids, Part I, Clarendon Press, Oxford, 1950.
350. Rabinowicz, E., Friction and Wear of Materials, John Wiley, New York, 1965.
351. Desai, C.S. and Christian, J.T. (Eds.), Numerical Methods in Geotechnical Engineering, McGraw-Hill, New York, 1977.
352. Dawson, D., The History of Tribology, Longman, London, 1978.
353. Desai, C.S., “Behavior of Interfaces Between Structural and Geologic Media,” A state-of-the-art paper, Proc., Int. Conf. on Recent Advances in Geotech. Earthquake Eng. and Soil Dynamics, St. Louis, MO, 1981.
354. Kikuchi, N. and Oden, J.T., Contact Problems in Elasticity, Siam, Philadelphia, 1981.
355. Suh, N.P. and Sih, H.C., “The Genesis of Friction,” Wear, 69, 1981, 91-114.
356. Madakson, P.B., “The Frictional Behavior of Materials,” Wear, 87, 1983, 191-206.
357. Amontons, G., “De La Resistance Causee les Machines,” Memories de l’Academie Royale, A. Chez Gerard Kuyper, Amsterdam, 1699, 257-282.
358. Archard, J.I., “Elastic Deformation and the Laws of Friction,” Proc., Roy. Soc., London, Series A, Vol. 243, 1959, 190-205.
359. Oden, J.T. and Pires, T.B., “Nonlocal and Nonlinear Friction Laws and Variational Principles for Contact Problems in Elasticity,” J. of Appl. Mech., Vol. 50, 1983, 67-75.
360. Tolstoi, D.M., “Significance of Normal Degree-of-Freedom and Natural Normal Vibrations in Contact Friction,” Wear, 10, 1967, 199-213.
361. Seguchi, Y., Shindo, A., Tomita, Y., and Sunohara, M., “Sliding Rule of Friction in Plastic Forming Metal,” Computational Methods in Nonlinear Mechanics (Oden, J.T., et al., Editors), The Univ. of Texas, Austin, 1974, 683-692.
362. Fredriksson, B., “Finite Element Solution of Surface Nonlinearities in Structural Mechanics with Special Emphasis to Contact and Fracture Problems,” Computer and Structures, Vol. 6, 1976, 281-290.
363. Herrmann, L.R., “Finite Element Analysis of Contact Problems,” J. of Eng. Mech., ASCE, 104, 1978, 1043-1057.
364. Michalowski, R. and Mroz, Z., “Associated and Non-associated Sliding Rules in Contact-Friction Problems,” Arch. Mech., 30, 1978, 259-276.
365. Kikuchi, N. and Song, Y.S., “Penalty_Finite-Element Approximations of a Class of Unilateral Problems in Linear Elasticity,” Appl. Math., XXXIX, 1981, 1-22.
366. Cheng, J.H. and Kikuchi, N., “An Incremental Constitutive Relation of Unilateral Contact Friction for Large Deformation Analysis,” J. of Appl. Mech., ASME Trans. Paper No. 85-APM-24, 1985.
367. Jaeger, J.C., “The Frictional Properties of Joints in Rock,” Pure Appl. Geophys., 43, 1959, 148-158.
368. Patton, F.D., “Multiple Modelling of Shear Failure in Rock,” Proc., 1st Cong. Rock Mech., Lisbon, 1, 1966, 509-513.
369. Goodman, R.E., Taylor, R.L., and Brekke, T.L., “A Model for the Mechanics of Jointed Rock,” J. of Soil Mech. & Found. Eng., ASCE, 94, 1968, 637-659.
370. Zienkiewicz, O.C., Best, B., Dullage, C., and Stag, K.G., “Analysis of Nonlinear Problems in Rock Mechanics with Particular Reference to Jointed Rock Systems,” Proc., 2nd Int. Conf. of Rock Mechanics, Belgrade, Yugoslavia, 3, 1970, 501-509.
371. Ladanyi, B. and Archmbault, G., “Simulation of Shear Behavior of a Jointed Rock Mass,” Proc., 11th O.S. Symp. Rock Mech., Berkeley, CA, 1970, 105-125.
372. Isenberg, J., Lee, L., and Agbabian, M.S., “Response of Structures to Combined Blast Effects,” J. Transp. Eng., ASCE, 99, 1973, 887-908.
373. Ghaboussi, J., Wilson, E.L. and Isenberg, J., “Finite Element for Rock Joints and Interfaces,” J. of Soil Mech. and Found. Eng., ASCE, 99, 1973, 833-848.
374. Barton, N.R., “A Review of a New Shear Strength Criterion for Rock Joints,” Eng. Geology, 7, 1973, 287-332.
375. Hsu-Jun, K., “Nonlinear Analysis of the Mechanical Properties of Joint and Weak Interaction in Rock,” Proc., 3rd Int. Conf. Num. Meth. in Geomech., Aachen, W. Germany, 1973, 523-532.
376. Desai, C.S., “Numerical Design-Analysis of Piles in Sands,” J. Geotech. Eng., ASCE, 100, 1974, 613-625.
377. Kausel, E., Roesset, J.M., and Christian, J.T., “Nonlinear Behavior in Soil-Structure Interaction,” J. of Geotech. Eng., ASCE, 102, 12, 1976.
378. Desai, C.S., “Soil-Structure Interaction and Simulation Problems,” Chap. 7 in Finite Elements in Geomechanics, G. Gudehus (Editor), Wiley, Chichester, U.K., 1977.
379. Wolf, J.P., “Seismic Response Due to Travelling Wave Including Soil-Structure Interaction with Base Mat Uplift,” Earthquake Eng. & Struct. Dyn., 5, 1977, 337-363.
380. Lightner, J.G. and Desai, C.S., “Improved Numerical Procedures for Soil-Structure Interaction Including Simulation of Construction Sequences,” Report No. VPI-E-79-32, Dept. of Civil Eng., Virginia Tech., Blacksburg, VA, 1979.
381. Toki, K.T., Sato, T., and Muira, F., “Separation and Sliding Between Soil and Structure During Strong Ground Motion,” Earthquake Eng. & Struct. Dyn., 9, 1981, 263-277.
382. Katona, M.G., “A Simple Contact-Friction Interface Element with Applications to Buried Culverts,” Int. J. Num. Analyt. Methods in Geomech., 7 3, 1983, 371-384.
383. Vaughan, D.K. and Isenberg, J., “Nonlinear Rocking Response of Model Containment Structures,” Earthquake Eng. & Struct. Dyn., 11, 1983, 275-296.
384. Desai, C.S., Zaman, M.M., Lightner, J.G., and Siriwardane, H.J., “Thin-Layer Element for Interfaces and Joints,” Int. J. Num. Analyt. Meth. in Geomech., 8 1, 1984, 19-43.
385. Zaman, M.M., Desai, C.S., and Drumm, E.C., “An Interface Model for Dynamic Soil Structure Interaction,” J. Geotech. Eng. Div., ASCE, 110 9, 1984, 1257-1273.
386. Drumm, E.C. and Desai, C.S., “Determination of Parameters for a Model for Cyclic Behavior of Interfaces,” J. of Earthquake Eng. & Struct. Dynamics, 14 1, 1986, 1-18.
387. Desai, C.S., Drumm, E.C., and Zaman, M.M., “Cyclic Testing and Modelling of Interfaces,” J. Geotech. Eng., ASCE, 111 6, 1985, 793-815.
388. Plesha, M.E., “Constitutive Models for Rock Discontinuities with Dilatancy and Surface Degradation,” Int. J. Num. Analyt. Methods in Geomech., 11, 1987, 345-362.
389. Desai, C.S. and Nagaraj, B.K., “Modeling for Cyclic Normal and Shear Behavior of Interfaces,” J. Eng. Mech., ASCE, 114, 1988, 1198-1217.
390. Desai, C.S. and Fishman, K.L., “Plasticity Based Constitutive Model with Associated Testing for Joints,” Int. J. Rock Mech. & Min. Sc., 4 28, 1991, 15-26.
391. Navayogarajah, N., Desai, C.S., and Kiousis, P.D., “Hierarchical Single Surface Model for Static and Cyclic Behavior of Interfaces,” J. of Eng. Mech., ASCE, 118 5, 1992, 990-1011.
392. Desai, C.S. and Ma, Y., “Modelling of Joints and Interfaces Using the Disturbed State Concept,” Int. J. Num. Analyt. Meth. Geomech., 16, 1992, 623-653.
393. Desai, C.S., “Hierarchical Single Surface and the Disturbed State Constitutive Models with Emphasis on Geotechnical Applications,” Chap. 5 in Geotechnical Engineering, K.R. Saxena (Editor), Oxford & IBM Publishing Co., New Delhi, India, 1994.
394. Desai, C.S., “Constitutive Modelling Using the Disturbed State as Microstructure Self-Adjustment,” Chap. 8 in Continuum Models for Materials with Microstructures, H.B. Mühlhaus (Editor), John Wiley, Chichester, U.K., 1995.
395. Desai, C.S., Samtani, N.C., and Vulliet, L., “Constitutive Modelling and Analysis of Creeping Slopes,” J. Geotech. Eng., ASCE, 121 1, 1995, 43-56.
396. Samtani, N.C., Desai, C.S., and Vulliet, L., “An Interface Model to Describe Viscoplastic Behavior,” Int. J. Num. Analty. Meth. Geomech., 20, 1996, 231-252.
397. Desai, C.S. and Rigby, D.B., “Cyclic Interface and Joint Shear Device Including Pore Pressure Effects,” J. of Geotech. & Geoenv. Eng., ASCE, 123 6, 1997, 568-579.
398. Alanazy, A. and Desai, C.S., “Testing and Modelling of Sand-Steel Interfaces Under Static and Cyclic Loading,” Report, Dept. of Civil Engng. and Engng. Mechs., The Univ. of Arizona, Tucson, AZ, 1996.
399. Pal, S. and Wathugala, G.W., “Disturbed State Model for Sand-Geosynthetic Interfaces and Application to Pull-out Tests,” Int. J. Num. Analyt. Meth. Geomech., 23 15, 1999, 1873-1892.
400. Desai, C.S. and Toth, J., “Disturbed State Constitutive Modeling Based on Stress-Strain and Nondestructive Behavior,” Int. J. Solids and Struct., 33 11, 1996, 1619-1650.
401. Desai, C.S., Basaran, C. and Zhang, W., “Numerical Algorithms and Mesh Dependence in the Disturbed State Concept,” Int. J. Num. Meth. Eng., 40, 1997, 3059-3083.
402. Desai, C.S. and Zhang, W., “Computational Aspects of Disturbed State Constitutive Models,” Int. J. Comp. Meth. in Appl. Mech. & Eng., 151, 1988, 361-376.
403. Fishman, K.L. and Desai, C.S., “Measurements of Normal Deformations in Joints During Shear Using Inductance Devices,” Geotech. Testing J., 12, 1989, 297-301.
404. Sharma, K.G. and Desai, C.S., “An Analysis and Implementation of Thin-Layer Element for Interfaces and Joints,” J. of Eng. Mech., ASCE, 118, 1992, 545-569.
405. Schneider, H.J., “Rock Friction - A Laboratory Investigation,” Proc., 3rd Cong. Int. Soc. Rock Mech., Denver, CO, 2, Part A, 1974, 311-315.
406. Schneider, H.J., “The Friction and Deformation Behavior of Rock Joint,” Rock Mech., 8, 1976, 169-184.
407. Kachanov, L.M., Introduction to Continuum Damage Mechanics, Martinus Nijhuft Publ., Dordrecht, The Netherlands, 1986.
408. Pande, G.N. and Sharma, K.G., “On Joint_Interface Elements and Associated Problems of Numerical Ill-Conditioning,” Int. J. Num. Analyt. Meth. in Geomech., 3, 1979, 293-300.
409. Hohberg, J.M. and Schweiger, H.F., “On the Penalty Behaviour of Thin-Layer Elements,” Proc., Num. Models in Geomech., Swansea, U.K., 1992.
410. Kikuchi, N. and Song, Y.J., “Penalty_Finite-Element Approximations of a Class of Unilateral Problems in Linear Elasticity,” Quart. Appl. Mathematics, 39 1, 1981, 1-22.
411. Desai, C.S., “Cyclic Multi-Degree-of-Freedom Shear Device,” Report No. 8-36, Dept. of Civil Eng., Virginia Tech, Blacksburg, VA, 1980.
412. Ma, Y. and Desai, C.S., “Constitutive Modeling of Joints and Interfaces by Using Disturbed State Concept,” Report to NSF and AFOSR, Dept. of Civil Eng. and Eng. Mechs., The Univ. of Arizona, Tucson, AZ, 1990.
413. Bandis, S., Lumsden, A.C., and Barton, N.R., “Experimental Studies of Scale Effects on the Shear Behaviour of Rock Joints,” Int. J. Rock Mech. and Min. Sc., 18, 1981, 1-21.
414. Williams, A.F., “The Design and Performance of Piles into Weak Rock,” Ph.D. Dissertation, Dept. of Civil Eng., Monash Univ., Melbourne, 1980.
415. Uesugi, M. and Kishida, H., “Influential Factor of Friction Between Steel and Dry Sands,” Soils and Foundations, 26 2, 1986, 33-46.
416. Uesugi, M. and Kishida, H., “Frictional Resistance at Yielding Between Dry Sand and Mild Steel,” Soils and Foundations, 26 4, 1986, 139-149.
417. Fakharian, K. and Evgin, E., “Elasto-plastic Modelling of Stress-Path Dependent Behaviour of Interfaces,” Int. J. Num. Analyt. Meth. Geomech., 24 2, 2000, 183-1999.
418. Fakharian, K. and Evgin, E., “An Automated Apparatus for Three-Dimensional Monotonic and Cyclic Testing of Interfaces,” Geotech. Testing J., ASTM, 19 1, 1996, 22-31.
419. Vulliet, L., “Modelisation des Pents Naturelles en Mouvement,” These No. 635, École Polytechnique Federale de Lausanne, Lausanne, Switzerland, 1986.
420. Perzyna, P., “Fundamental Problems in Viscoplasticity,” Adv. Appl. Mech., 9, 1966, 243-377.
421. Rigby, D.B. and Desai, C.S., “Modelling of Interface Behavior Using the Cyclic Multi-Degree-of-Freedom Shear Device with Pore Water Pressures,” Report to NSF, Dept. of Civil Eng. and Eng. Mechs., The Univ. of Arizona, Tucson, AZ, 1996.
422. El Sakhawy, N.R., “Experimental and Numerical Study of the Pile Shaft-Sand Interface,” Ph.D. Dissertation, Dept. of Civil Eng., Univ. of Wisconsin, Madison, WI, USA, 1991.
423. El Sakhawy, N.R. and Edil, T.B., “Behavior of Shaft-Sand Interface from Local Measurements,” Transportation Research Record 1548, Transp. Res. Board, Washington, DC, 1996, 74-80.
424. Hall, P.M. and Sherry, W.M., “Materials, Structures and Mechanics of Joints for Surface-Mount Microelectronics Technology,” Proc., 3rd Int. Conf. on Techniques de Connexion en Electronique, Welding Society, Miami, FL, 1986, 18-20.
425. Desai, C.S., Chia, J., Kundu, T. and Prince, J.L., “Thermomechanical Response of Materials and Interfaces in Electronic Packaging: Part I - Unified Constitutive Models and Calibration; Part II - Unified Constitutive Models, Validation and Design,” J. of Elect. Packaging, ASME, 119, 4, December 1997, 294-309.
426. Basaran, C., Desai, C.S., and Kundu, T., “Thermomechanical Finite Element Analysis of Problems in Electronic Packaging Using the Disturbed State Concept - Part I: Theory and Formulations; Part II: Verification and Application,” J. of Elect. Packaging, ASME, 120, 1998.
427. Desai, C.S., Basaran, C., Dishongh, T., and Prince, J., “Thermomechanical Analysis in Electronic Packaging with Unified Constitutive Model for Materials and Joints,” Part B: Advanced Packaging, IEEE Trans., 21, 1, February 1998.
428. Hill, R., “A General Theory of Uniqueness and Stability in Elastic-Plastic Solids,” J. Mech. Phys. Solids, 6, 1958, 236-249.
429. Drucker, D.C., “A Definition of Stable Inelastic Materials,” J. Appl. Mech., 26, 1959, 101-106.
430. Koiter, W.T., “On the Thermodynamics Background of Elastic Stability Theory,” in Problems of Hydrodynamics and Continuum Mechanics, SIAM, Philadelphia, 1969, 423-433.
431. Rudnicki, J.W. and Rice, J.R., “Conditions for the Localization of Deformation in Pressure-Sensitive Dilatant Solids,” J. Mech. Phys. of Solids, 23, 1975, 371-394.
432. Mailer, G. and Hueckel, T., “Nonassociated and Coupled Flow Rules of Elastoplasticity for Rock-like Materials,” Int. J. Rock Mech. Min. Sc., 16, 1979, 77-92.
433. Walgraet, D. and Aifantis, E.C., “On Theories in Formulation and Stability of Dislocation 429. Patterns, I-III,” Int. J. Eng. Science, 12, 1985, 1351-1372.
434. Kratochvil, J., “Dislocation Pattern Formulation in Metals,” Revue Phys. Appl., 23, 1988, 419-429.
435. Benallal, A., Billarden, R. and Geymonat, G., “Localization Phenomena at the Boundaries and Interfaces of Solids,” Proc., Third Int. Conf. on Constitutive Laws for Engineering Materials: Theory and Application, Desai, C.S. et al. (Editors), Univ. of Arizona, Tucson, AZ, 1991, 387-390.
436. Valanais, K.C., “A Global Damage Theory and Hyperbolicity of the Wave Problems,” J. of Appl. Mech., ASME, 58, 1991, 311-316.
437. de Borst, R., Sluys, L.T., Mühlhaus, H.B. and Pamin, J., “Fundamental Issues in Finite Element Analyses of Localization of Deformation,” Int. J. Eng. Computations, 10, 1993, 99-121.
438. Bazant, Z.P. and Cedolin, L., Stability of Structures, Oxford Univ. Press, New York, 1991.
439. Mühlhaus, H.B. (Editor), Continuum Models for Materials with Microstructure, John Wiley, Chichester, U.K., 1995.
440. Bazant, Z.P., “Nonlocal Damage Theory Based on Micromechanics of Crack Interactions,” J. Eng. Mech., ASCE, 120 3, 1996, 593-617.
441. Desai, C.S., “Constitutive Modelling Using the Disturbed State as Microstructure Self-Adjustment Concept,” Chapter 8, in Continuum Models for Materials with Microstructure, H.B. Mühlhaus (Editor), John Wiley, Chichester, U.K., 1995.
442. Desai, C.S. and Toth, J., “Disturbed State Constitutive Modelling Based on Stress-Strain and Nondestructive Behavior,” Int. J. Solids Struct., 33 11, 1996, 1619-1650.
443. Schreyer, H.L. and Cheng, Z., “One-Dimensional Softening with Localization,” J. Appl. Mech., s53, 1986, 791-799.
444. Lasry, D. and Belytchko, T., “Localization Limiters in Transient Problems,” Int. J. Solids Struct., 24, 1988, 581-597.
445. Needleman, A., “Material Rate Dependence and Mesh Sensitivity in Localization Problems,” Int. J. Comp. Meth. Appl. Mech. Eng., 67, 1988, 69-86.
446. Simo, J.C., “Strain Softening and Dissipation: A Unification of Approaches,” in Cracking and Damage, Strain Localization and Size Effect, Mazars, J. and Bazant, Z.P. (Editors), Elsevier, London, 1989, 440-461.
447. Desai, C.S., Kundu, T. and Wang, G., “Size Effect on Damage Parameters for Softening in Simulated Rock,” Int. J. Num. Analyt. Meth. Geomechanics, 14, 1990, 509-517.
448. Loret, B. and Prevost, J.H., “Dynamic Strain Localization in Fluid-Saturated Media,” J. of Eng. Mech., ASCE, 117, 1991, 907-922.
449. Zienkiewicz, O.C. and Huang, M., “Localization Problems in Plasticity Using Finite Elements and Adaptive Remeshing,” Int. J. Numer. Analy. Meth. Geomech., 19, 1995, 127-148.
450. Sulen, J., Vardoulakis, I., and Papamichos, E., “Microstructure and Scale Effect in Granular Rocks,” Chapter 7 in in Continuum Models for Materials with Microstructure, Mühlhaus, H.B. (Editor), John Wiley, U.K., 1995, 201-237.
451. van Mier, J.G.M., “Mode-I Fracture of Concrete: Discontinuous Crack Growth and Crack Interface Grain Bridging,” J. of Cement Concrete Res., 21, 1991, 1-15.
452. van Mier, J.G.M., Fracture Processes of Concrete, CRC Press, Boca Raton, FL, 1997.
453. Gutierrez, M.A. and de Borst, R., “Studies in Material Parameter Sensitivity of Softening Solids,” Comp. Meth. in Appl. Mech. and Eng., 162, 1998, 337-350.
454. Bazant, Z.P. and Pijaudier-Cabot, G., “Measurement of Characteristic Length of Nonlocal Continuum,” J. of Eng. Mech., ASCE, 115 4, 1989, 775-767.
455. Mühlhaus, H.B. and Vardoulakis, I., “The Thickness of Shear Bands in Granular Materials,” Geotechnique, 37, 1987, 271-283.
456. Desai, C.S., Basaran, C. and Zhang, W., “Numerical Algorithms and Mesh Dependence in the Disturbed State Concept,” Int. J. Num. Meth. Eng., 40, 1997, 3059-3083.
457. Desai, C.S. and Zhang, W., “Computational Aspects of Disturbed State Constitutive Models,” Int. J. Comp. Meth. Appl. Mech. Eng., 151, 1998, 361-376.
458. Oden, J.T. and Pires, E.B., “Nonlocal and Nonlinear Friction Laws and Variational Principles for Contact Problems in Elasticity,” J. of Applied Mechanics, 50, 1983, 67-75.
459. Pastor, M., Zienkiewicz, O.C., Vilotte, J.P. and Quecedo, M., “Mesh Dependence Problems in Viscoplastic Materials Under Quasi-static Loading,” in Computational Plasticity: Fundamentals and Applications, Owen, D.R.J., et al. (Editors), Pineridge Press, Swansea, U.K., 1995.
460. Desai, C.S. and Abel, J.F., Introduction to the Finite Element Method, Van Nostrand Reinhold, New York, 1972.
461. Desai, C.S. and Kundu, T., Introductory Finite Element Method, CRC Press, Boca Raton, FL, 1999, under publication.
462. Sluys, L.J., “Wave Propagation, Localization and Dispersion in Softening Solids,” Doctoral Dissertation, Delft University of Technology, The Netherlands, 1992.
463. Wang, W.W., “Stationary and Propagative Instabilities in Metals-A Computational Point of View,” Doctoral Dissertation, Delft Univ. of Technology, The Netherlands, 1997.
464. Eringen, A.C., “A Unified Theory of Thermomechanical Materials,” Int. J. Eng. Sci., 4, 1966, 179-202.
465. Kachanov, L.M., Introduction to Continuum Damage Mechanics, Martinus Nijhoft Publishers, The Netherlands, 1986.
466. Pijaudier-Cabot, G. and Bazant, Z.P., “Nonlocal Damage Theory,” J. Eng. Mech., ASCE, 113, 1987, 1512-1533.
467. Krajcinovic, D., “Damage Mechanics,” Mech. Materials, 8, 1987, 117-197.
468. Bazant, Z.P. and Lin, F.B., “Non-local Yield Limit Degradation,” Int. J. Num. Meth. Eng., 26, 1988, 1805-1823.
469. Bazant, Z.P. and Pijaudier-Cabot, G., “Nonlocal Continuum Damage, Localization Instability and Convergence,” J. Appl. Mech., 55, 1988, 287-293.
470. Lamaitre, J. and Chaboche, J.L., Mechanics of Solid Materials, Cambridge Univ. Press, U.K., 1989, Dunod-Bordas, Paris, 1985.
471. Mühlhaus, H.B., de Borst, R., Sluys, L.J. and Pamin, J., “A Thermodynamic Theory for Inhomogeneous Damage Evolution,” Proc., 9th Int. Conf. on Computer Methods and Advances in Geomechanics, Balkema, 1994, 635-640.
472. Pijaudier-Cabot, G., “Non Local Damage,” Chapter 4 in Continuum Models for Materials with Microstructure, H.B. Mühlhaus (Editor), John Wiley, U.K., 1995, 105-143.
473. Voyiadjis, G.Z. and Kattan, I., Advances in Damage Mechanics: Metals and Metal Matrix Composites, Elsevier Science Ltd., Oxford, U.K., 1999.
474. Coleman, B.D. and Hodgden, M.L., “On Shear Bands in Ductile Materials,” Arch. Rational Mech. Analysis, 90, 1985, 219-247.
475. Aifantis, E.C., “The Physics of Plastic Deformation,” Int. J. of Plasticity, 3, 1987, 211-247.
476. Zbib, H.M. and Aifantis, E.C., “On the Localization and Postlocalization Behavior of Plastic Deformation, I, II, III,” Res. Mechanica, 23, 1988, 261-277, 279-292, 293-305.
477. Mühlhaus, H.B. and Aifantis, E.C., “The Influence of Microstructure Induced Gradients on the Localization of Deformation in Viscoplastic Materials,” Acta Mechanica, 89, 1991, 217-231.
478. Vardoulakis, I. and Aifantis, E.C., “A Gradient Flow Theory of Plasticity for Granular Materials,” Acta Mechanica, 87, 1991, 197-217.
479. de Borst, R. and Mühlhaus, H.B., “Gradient-Dependent Plasticity: Formulation and Algorithmic Aspects,” Int. J. Num. Meth. Eng., 35, 1992, 521-539.
480. Oka, F., “A Gradient Dependent Elastic Model for Granular Materials and Strain Localization,” Chapter 5 in Continuum Models for Materials with Microstructure, Mühlhaus, H.B. (Editor), John Wiley, U.K., 1995, 145-158.
481. Peerlings, R.H.J., de Borst, R., Brekelmans, W.A.M. and de Vree, J.H.P., “Gradient Enhanced Damage for Quasi-Brittle Materials,” Int. J. Numer. Meth. Eng., 39, 1996, 3391-3403.
482. Cosserat, E. and Cosserat, F., Theorie des Corps Deformables, Herman et Fils, Paris, France, 1909.
483. Eringen, A.C., “Theory of Micropolar Continuum,” Proc., 9th Midwestern Mech. Auf., Univ. of Wisconsin, Madison, WI, 1965, 23-40.
484. Eringen, A.C., “Theory of Micropolar Elasticity,” in Fracture, An Advanced Treatise, H. Liebowitz (Editor), Academic Press, New York, 1968.
485. Mühlhaus, H.B., “Application of Cosserat Theory in Numerical Solutions of Limit Load Problems,” Ing.-Archiv, 59, 1989, 124-137.
486. Willam, K., Dietsobe, A., Iordache, M.M. and Steinmann, P., “Localization in Micropolar Continua,” Chapter 9 in Continuum Models for Materials with Microstructure, Mühlhaus, H.B. (Editor), John Wiley, U.K., 1995.
487. Kröner, E., “Elasticity Theory of Materials with Long Range Cohesive Forces,” Int. J. Solids Struct., 3, 1967, 731-742.
488. Kubin, L.P. and Lepinoux, J., “The Dynamic Organization of Dislocation Structures,” Proc., 8th Int. Conf. on Strength of Materials and Alloys, Tampere, 1988, 35-39.
489. Frantziskonis, G. and Desai, C.S., “Constitutive Model with Strain Softening,” Int. J. Solids Struct., 23, 1987, 751-767.
490. Desai, C.S. and Hashmi, Q., “Analysis, Evaluation and Implementation of a Nonassociative Model for Geologic Materials,” Int. J. of Plasticity, 5, 1989, 397-420.
491. Desai, C.S. and Woo, L., “Damage Model and Implementation in Nonlinear Dynamic Problems,” Int. J. Comput. Mech., 11, 1993, 189-206.
492. Desai, C.S., Basaran, C., Dishongh, T. and Prince, J., “Thermomechanical Analysis in Electronic Packaging with Unified Constitutive Model for Materials and Joints,” Components, Packaging and Manuf. Tech., Part B: Advanced Packaging, IEEE Trans., 21 1, 1998, 87-97.
493. Davis, R.O., Private communication, 1998.
494. Van Mier, J.G.M., “Strain Softening of Concrete under Multiaxial Loading Conditions,” Ph.D. Dissertation, Eindhoran Univ. of Tech., The Netherlands, 1984.
495. Whitenack, R., Private communication, 1999.
496. Larsson, R., Runesson, K., and Ottoson, N.S., “Discontinuous Displacement Approximation for Capturing Plastic Localization,” Int. J. Numer. Methods in Engng., 36, 1993, 2087-2105.
497. Zienkiewicz, O.C. and Huang, M., “Localization Problems in Plasticity Using Finite Elements with Adaptive Remeshing,” Int. J. Numer. Analy. Meth. Geomech., 19, 1995, 127-148.
498. Gyi, M.M., “Multiaxial Cyclic Testing of Saturated Ottawa Sands,” M.S. Thesis, Dept. of Civil Eng. and Eng. Mechs., University of Arizona, Tucson, AZ, 1997.
499. Desai, C.S., Park, I.J., and Shao, C., “Fundamental Yet Simplified Model for Liquefaction Instability,” Int. J. Numer. Analyt. Meth. Geomechanics, 22, 1998, 721-748.
500. Desai, C.S., “Evaluation of Liquefaction Using Disturbance and Energy Approaches,” J. of Geotech. and Geoenv. Eng., ASCE, 126 7, 2000, 618-631.
501. Desai, C. S. and Abel, J. F., Introduction to the Finite Element Method, Van Nostrand Reinhold, New York, 1972.
502. Zienkiewicz, O. C., The Finite Element Method, 3rd Edition, McGraw Hill, London, UK, 1997.
503. Bathe, K. J., Finite Element Procedures, Prentice-Hall, Englewood Cliffs, NJ, 1996.
504. Desai, C. S. and Kundu, T., Introductory Finite Element Method, CRC Press, Boca Raton, FL, 1999, under publication.
505. Desai, C. S. and Hashmi, Q., “Analysis, Evaluation and Implementation of a Nonassociative Model for Geologic Materials,” Int. J. Plasticity, 5, 1989, 397-420.
506. Desai, C. S. and Woo, L., “Damage Model and Implementation in Nonlinear Dynamic Problems,” Int. J. Comp. Mechanics, 11, 2-3, 1993, 189-206.
507. Basaran, C., Desai, C. S. and Kundu, T., “Thermomechanical Response of Materials and Interfaces in Electronic Packaging: Parts I and II,” J. of Electron. Packaging, 120, 1, 1998, 41-47, 48-53.
508. Desai, C.S., Basaran, C., Dishongh, T. and Prince, J. L., “Thermomechanical Analysis in Electronic Packaging with Unified Constitutive Model for Materials and Joints,” IEEE Trans.: Components, Packaging and Manuf. Tech., Part B, 21 1, 1998, 87-97.
509. Desai, C. S., Wang, Z. and Whitenack, R., “Unified Disturbed State Constitutive Models for Materials and Computer Implementation,” Keynote Paper, 4th Int. Conf. on Constitutive Laws for Engineering Materials, Rensselaer Polytechnic Inst., Troy, NY, 1999.
510. C. Desai, “DSC-SST2D-Computer Code for Static, Dynamic, Creep and Thermal Analysis: Solid, Structure and Soil-Structure Problems,” Reports and Manuals, Tucson, AZ, 2000.
511. Wang, Z. and Desai, C. S., “Modelling and Computer Thermomechanical Analysis of Problems Using the Disturbed State Concept,” Report, under publication, 1999.
512. Kachanov, L. M., Introduction to Continuum Damage Mechanics, Martinus Nijhoft, Dorchrecht, The Netherlands, 1986.
513. Desai, C. S. and Toth, J., “Disturbed State Constitutive Modeling Based on Stress-Strain and Nondestructive Behavior,” Int. J. Solids Struct., 33 11, 1996, 1619-1650.
514. Desai, C. S., Chia, J., Kundu, T. and Prince, J., “Thermomechanical Response of Materials and Interfaces in Electronic Packaging: Parts I and II,” J. of Electronic Packaging, 119, 1997, 294-305.
515. Prager, W., “Nonisothermal Plastic Deformations,” Bol. Koninke Nederl. Acad. Wet, 8 6113, 1958, 176-182.
516. Perzyna, P., “Fundamental Problems in Viscoplasticity,” in Advances in Applied Mechanics, Academic Press, New York, 1996, 244-368.
517. Owen, D. R. and Hinton, E., Finite Elements in Plasticity: Theory and Practice, Pineridge Press, Swansea, UK, 1980.
518. Biot, M. A., “General Solutions of the Equations of Elasticity and Consolidation for a Porous Material,” J. Appl. Mech., 23, 1956, 91-96.
519. Biot, M. A., “Mechanics of Deformation and Acoustic Propagation in Porous Media,” J. Appl. Physics, 33 4, 1962, 1482-1498.
520. Sandhu, R. S. and Wilson, E. L., “Finite Element Analysis of Flow of Saturated Porous Elastic Media,” J. of Eng. Mech. Div., ASCE, 95 3, 1969, 641-642.
521. Desai, C. S. and Galagoda, H. M., “Earthquake Analysis with Generalized Plasticity Model for Saturated Soil,” Earthquake Eng. and Struct. Dyn., 18, 1989, 901-919.
522. Zienkiewicz, O. C. and Shiomi, T., “Dynamic Behavior of Saturated Porous Media: The Generalized Biot Formulation and Its Numerical Solution,” Int. J. Num. Analyt. Methods in Geomech., 8, 1984, 71-96.
523. Wathugala, G. W. and Desai, C. S., “Constitutive Model for Cyclic Behavior of Clays-Theory, Part I,” J. of Geotech. Eng., 119 4, 1993, 714-729.
524. Shao, C. and Desai, C. S., “Implementation of DSC Model for Dynamic Analysis of Soil-Structure Interaction Problems,” Report, Dept. of Civil Eng. and Eng. Mechanics, University of Arizona, Tucson, AZ, 1998.
525. “DSC-DYN2D-Dynamic and Static Analysis, Dry and Coupled Porous Saturated Materials,” Reports and Manual, C. Desai, Tucson, AZ, 1999.
526. Hughes, T. J. R., “Analysis of Transient Algorithms with Particular Reference to Stability Behavior,” Chapter in Computational Methods for Transient Analysis, Belytschko, T. and Hughes, T. J. R. (Editors), North-Holland Publ. Co., Amsterdam, 1983.
527. Thomas, H. R. and He, Y., “Analysis of Coupled Heat, Moisture and Air Transfer in a Deformable Unsaturated Soil,” Geotechnique, 45 4, 1995, 677-689.
528. Thomas, H. R. and Li, C. L. W., “Modelling Transient Heat and Moisture Transfer in Unsaturated Soil Using a Parallel Computing Approach,” Int. J. Num. and Analyt. Methods in Geomech., 19, 1996, 345-366.
529. Yang, D. Q., Rahardjo, H., Leong, E.C. and Choa, V., “Coupled Model for Heat, Mositure, Air Flow and Deformation Problems in Unsaturated Soils,” J. of Eng. Mech., ASCE, Vol. 124, No. 12, 1998, 1331-1338.
530. Ng, A. K. L. and Small, J. C., “Coupled Finite Element Analysis for Unsaturated Soils,” Int. J. Num. Analyt. Meth. in Geomech., in press, 1999.
531. Mroz, Z., Norris, V. A. and Zienkiewicz, O. C., “An Anisotropic Hardening Model for Soils and Its Application to Cyclic Loading,” Int. J. Num. Analyt. Methods in Geomechanics, 2, 1978, 203-221.
532. Somasundaram, S. and Desai, C. S., “Modeling and Testing for Anisotropic Behavior of Soils,” J. of Eng. Mech., ASCE, 114 9, 1988, 1473-1497.
533. Bonaquist, R. F. and Witczak, M. W., “A Comprehensive Constitutive Model for Granular Materials in Flexible Pavement Structures,” Proc., 8th Int. Conf. on Asphalt Pavements, Seattle, WA, 1997, 783-802.
534. Desai, C. S., Sharma, K. G., Wathugala, G. W. and Rigby, D. B., “Implementation of Hierarchical Single Surface _0 and _1 Models in Finite Element Procedure,” Int. J. Num. Analyt. Meth. in Geomech., 15, 1991, 649-680.
535. Desai, C. S., Jagannath, S. V. and Kundu, T., “Mechanical and Ultrasonic Anisotropic Response of Soil,” J. of Eng. Mech., ASCE, 121 6, 1995, 744-752.
536. Zienkiewicz, O. C., Huang, M. and Pastor, M., “Localization Problems in Plasticity Using Finite Elements with Adaptive Remeshing,” Int. J. Num. and Analyt. Meth. Geomechanics, 19 2, 1995, 127-148.
537. Yu, J., Peric, D. and Owen, D. R. J., “Adaptive Finite Element Analysis of a Strain Localization Problem for the Elasto-Plastic Cosserat Continuum,” in Computational Plasticity III: Models, Software and Applications, Owen, D. R. J. et al. (Editors), Pineridge Press, Swansea, 1992, 551-566.
538. Belytschko, T. and Tabbara, M., “H-Adaptive Finite Element Methods for Dynamic Problems with Emphasis on Localization,” Int. J. Numer. Methods Eng., 36, 1993, 4245-4265.
539. Desai, C. S. and Zhang, W., “Computational Aspects of Disturbed State Constitutive Models,” Int. J. Comput. Methods in Applied Mechanics and Engineering, 151, 1998, 361-376.
540. Zienkiewicz, O. C. and Zhu, J. Z., “A Simple Error Estimator and Adaptive Procedure for Practical Engineering Problems,” Int. J. Numer. Meth. Eng., 24 2, 1987, 337-357.
541. Zhang, W. and Chen, D. P., “The Patch Test Conditions and Some Multivariant Finite Element Formulations,” Int. J. Numer. Methods Eng., 40 16, 1997, 3015-3032.
542. Desai, C., “DSC-SST3D-Computer Code for Static and Coupled Dynamic Analysis:Solid (Porous) Structure and Soil-Structure Problems,” Reports and Manual, Tucson, AZ, 1999.
543. Wang, Z., Private communication, 1999.
544. Frantziskonis, G. and Desai, C. S., “Constitutive Model with Strain Softening,” Int. J. Solids Struct., 23 6, 1987, 733-750.
545. Desai, C. S., “Review and Evaluation of Models for Pavement Materials,” Report, Tucson, AZ, 1999.
546. Desai, C. S., “Unified Disturbed State Constitutive Model for Asphalt Concrete,” Proc., 14th Eng. Mech. Conference, ASCE, Austin, TX, May 2000.
547. Witczak, M. W., “The Universal Airport Pavement Design System: Report II. Asphalt Mixture Material Characterization,” The University of Maryland, College Park, MD, 1989.
548. Fishman, K. L., Desai, C. S. and Sogge, R. L., “Field-Behavior of Instrumented Geogrid Soil Reinforced Wall,” J. of Geotech. Eng., ASCE, 119 8, 1993, 1293-1307.
549. El-Hoseiny, K. and Desai, C. S., “Material and Interface Modeling and Computer Analysis of Instrumented Geogrid Soil Reinforced Wall,” Interim Report, University of Arizona, Tucson, AZ, 1999.
550. El-Hoseiny, K., “Soil Stabilization Using Geosynthetics,” Ph.D. Thesis, Univ. of Menoufia, Menoufia, Egypt, 1999.
551. Desai, C. S. and Reese, L. C., “Stress Deformation and Stability Analysis of Deep Boreholes,” Proc., 2nd Congress, Int. Soc. for Rock Mech., Belgrade, Yugoslavia, 1970.
552. Desai, C. S. and Johnson, L. D., “Influence of Bedding Planes on Stability of Boreholes,” Proc., 3rd Congress, Int. Soc. of Rock Mechs., Denver, CO, 1974.
553. Desai, C., “Finite Element 3-D Procedure with the Disturbed State Model for Wellbore Stability,” Report, Tucson, AZ, 1999.
554. Niandou, H., Shao, J. F., Henry, J. P. and Fourmaintraux, D., “Laboratory Investigation of the Mechanical Behaviour of Tournemire State,” Int. J. Rock Mech. Min. Sc., 34 1, 1997, 3-16.
555. Desai, C. S. and Ma, Y., “Modelling of Joints and Interfaces Using the Disturbed State Concept,” Int. J. Solids and Struct., 16, 1992, 623-653.
556. Sharma, K. G., Private communication, 1998.
557. Desai, C. S., Samtani, N. C. and Vulliet, L., “Constitutive Modeling and Analysis of Creeping Slopes,” J. of Geotech. Eng., ASCE, 121 1, 1995, 43-56.
558. Samtani, N. C., Desai, C. S. and Vulliet, L., “An Interface Model to Describe Viscoplastic Behavior,” Int. J. Num. Analyt. Meth. Geomech., 20, 1996, 231-252.
559. Vulliet, L., “Modelisation des Pentes Naturelles en Mouvement,” Thesis No. 635, Ecole Polytechnique Federale de Lausanne, Lausanne, Switzerland, 1986.
560. Cohen, D., Private communication, 1998.
561. Dishongh, T. J. and Desai, C. S., “Disturbed State Concept of Materials and Interfaces with Applications in Electronic Packaging,” Report to NSF, Dept. of Civil Engng. and Engng. Mechs., University of Arizona, Tucson, AZ, 1996.
562. Dishongh, T. J. and Desai, C. S., “Calibration of the Disturbed State Model for Thermomechanical Behavior of Various Solders,” Proc., Interpack 99, Hawaii, 1999.
563. Zwick, J. W., “Thermostructural Analysis of a 313-PIN Plastic Ball Grid Array (PBGA),” Report for M.E., Dept. of Civil Eng. and Eng. Mechanics, University of Arizona, Tucson, AZ, 1998.
564. Zwick, J. W. and Desai, C. S., “Structural Reliability of PBGA Solder Joints with the Disturbed State Concept,” Proc., Interpack 99, Hawaii, 1999.
565. Desai, C. S., “Review and Evaluation of Approaches for Thermomechanical Analysis for Stress, Failure and Reliability,” Proc., Interpack 99, Hawaii, 1999.
566. Desai, C. S. and Whitenack, R., “Review of Models and the Disturbed State Concept for Thermomechanical Analysis in Electronic Packaging,” J. of Electronic Packaging, ASME, 123, 1-15, 2001.
567. Ghaffarian, R., “Ball Grid Array Packaging RTOP: Interim Environmental Test Results,” Jet Propulsion Lab, Cal Tech, Pasadena, CA, 1997.
568. Riemer, H. S., “Prediction of Temperature Cycling Life for SMT Solder Joints on TCE-Mismatched Substrates,” Proc., IEEE Electron. Comp., 1990, 418-423.
569. Skipor, A., Harren, S. and Bostis, J., “Constitutive Characterization of 63_37 Sn_Pb Eutectic Solder Using the Bodner-Parton Unified Creep-Plasticity Model,” Proc., Joint ASME/JSME Conf. Electron. Packag., Chen, W.T. and Abe, H. (Eds), 2, 1992, 661-672.
570. Solomon, H. D., “Isothermal Fatigue of LCCC_PWB Interconnections,” J. Electron. Packag., ASME, 114, 1992, 161-168.
571. Pan, T. Y., “Thermal Cyclic Induced Plastic Deformations in Solder Joints - Part I:Accumulated Deformation in Surface Mount Joints,” Trans., ASME, 113, 1991, 8-15.
572. Whitenack, R. and Desai, C. S., “Computer Procedure with Disturbed State Model for Cyclic Fatigue, Design and Reliability,” Report, under preparation, 1999.
573. Guo, Y., Kim, C. K., Chen, W. T. and Woychik, C. G., “Solder Ball Connect (SBC) Assemblies under Thermal Loading: I. Deformation Measurements via Moire Interferometry and Its Interpretation,” IBM J. Res., Develop., 37 5, 1993, 635-647.
574. Corbin, J. S., “Finite Element Analysis for Solder Ball Connect (SBC) Structural Design Optimization,” IBM J. Res. Develop., 37 5, 1993, 585-596.
575. Cole, M., Caufield, T., Banks, D., Winton, M., Walsh, A. and Gonya, S., “Constant Strain Rate Tensile Properties of Various Load Based Solder Alloys at 0, 50 and 100_C,” Proc., Microelectron. Packag. Conf., Montreal, P.Q., Canada, 1991.
576. Savage, E. and Getzan, G., “Mechanical Behavior of 60 Tin_40 Lead Solder at Various Strain Rates and Temperatures,” Proc., Int. Soc. Hybrid Microelectron.(ISHM), Nashville, TN, 1990.
577. Nir, N., Duddear, T. D., Wang, C. C. and Storm, A. R., “Fatigue Properties of Microelectronic Solder Joints,” J. Electron. Packag., ASME, 113, 1999.
578. Earth Technology Corporation, “Pile Segment Tests, Sabine Pass: Some Aspects of the Fundamental Behavior of Axially Loaded Piles in Clay Soils,” ETC Report No. 85-007, Houston, Long Beach, CA, 1986.
579. Desai, C. S., Wathugala, G. W. and Matlock, H., “Constitutive Model for Cyclic Behavior of Clay, II: Application,” J. of Geotech. Eng., ASCE, 119 4, 1993, 730-748.
580. Katti, D. R. and Desai, C. S., “Modeling and Testing of Cohesive Soils Using the Disturbed State Concept,” J. of Eng. Mech., ASCE, 21, 1995, 648-658.
581. Desai, C. S. and Rigby, D. B., “Cyclic Interface and Joint Shear Decising Including Pore Pressure Effects,” J. of Geotech. & Geoenv. Eng., ASCE, 123, 1997, 568-579.
582. Shao, C. and Desai, C. S., “Implementation of DSC Model and Application for Analysis of Field Pile Tests Under Cyclic Loading,” Int. J. Num. Analyt. Meth. Geomech., 24 6, 2000, 601-624.
583. Baligh, M. M., “Undrained Deep Penetration, I: Shear Stresses; Part II: Pore Pressures,” Geotechnique, 36, 1986, 471-485, 487-501.
584. Park, I. J. and Desai, C. S., “Disturbed State Modeling for Dynamic and Liquefaction Analysis,” Report to NSF, Dept. of Civil Engng. and Engng. Mechs., University of Arizona, Tucson, AZ, 1997.
585. Park, I. J. and Desai, C. S., “Cyclic Behavior and Liquefaction of Sand Using Disturbed State Concept,” J. of Geotech. and Geoenv. Eng., ASCE, 126, 9, 2000.
586. Desai, C. S., “Soil-Structure Analysis of Foundations with Unified Constitutive Models for Soils and Interfaces,” Proc., Analysis, Design and Construction, and Testing of Deep Foundations, OTRC Conference, University of Texas, Austin, TX, ASCE, April 1999.
587. Desai, C. S., Park, I. J. and Shao, C., “Fundamental Yet Simplified Model for Liquefaction Instability,” Int. J. Num. Analyt. Meth. Geomech., 22, 1998, 721-748.
588. Desai, C. S., “Evaluation of Liquefaction Using Disturbed State and Energy Approaches,” J. of Geotech. and Geoenv. Eng., 126 7, 2000, 618-631.
589. Gyi, M. M. and Desai, C. S., “Multiaxial Cyclic Testing of Saturated Ottawa Sand,” Report, Dept. of Civil Engng. and Engng. Mechs., University of Arizona, Tucson, AZ, 1996.
590. Alanazy, A. S., “Testing and Modeling of Sand-Steel Interfaces Under Static and Cyclic Loading,” Ph.D. Dissertation, Dept. of Civil Engng. and Engng. Mechs., University of Arizona, Tucson, AZ, 1996.
591. Akiyoshi, T., Fang, H. L., Fuchida, K. and Matsumoto, H., “A Nonlinear Seismic Response Analysis Method for Saturated Soil-Structure System with Absorbing Boundary,” Int. J. Num. Analyt. Meth. Geomech., 20 5, 1996, 307-329.
592. Zienkiewicz, O. C., Leung, K. H. and Hinton, E., “Earthquake Response Behavior of Soils with Damage,” Proc., 4th Int. Conf. on Num. Methods in Geomech., Z. Eisenstein (Editor), Edmonton, Canada, 1982.