From constitutive modeling to development of laboratory testing and optical fiber sensor monitoring technologies

Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering

Volumn 33, Issue 1, 2011, Pages 1-15

  Yin, Jian Hua ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

Constitutive model; Direct shear; Double cell; Hypo elastic model; Optical fibre sensor; Rheology; True triaxial apparatus; Visco plastic model

Indexed keywords

DIRECT SHEAR; DOUBLE CELL; ELASTIC MODELS; OPTICAL FIBRE SENSOR; TRUE TRIAXIAL APPARATUS; VISCO-PLASTIC MODEL;

COMPOSITE STRUCTURES; CONSTITUTIVE MODELS; CREEP TESTING; ELASTICITY; FIBERS; LOADING; NONLINEAR EQUATIONS; OPTICAL FIBERS; RHEOLOGY; SENSORS; SOIL STRUCTURE INTERACTIONS; SOIL TESTING; SOILS; UNSATURATED POLYMERS; VISCOPLASTICITY; VISCOSITY;

GEOLOGIC MODELS;

EID: 79952782827     PISSN: 10004548     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Review

References (75)

1. Truesdell C. Hypo-elasticity [J]. Journal of Rational Mechanics and Analysis, 1995, 4(1): 83-133.
2. Truesdell C. Continuum Mechanics III-Foundations of Elasticity Theory [M]. Hawthorn: Gordon and Breach Science Publishers, 1965.
3. Coon M D, Evans R J. Recoverable deformation of cohensionless soils [J]. ASCE Journal of the Soil Mechanics and Foundations Division, 1971, 97: 375-391.
4. Chen W F, Mizuno E. Nonlinear Analysis in Soil Mechanics-Theory and Implementation [M]. USA: Elsevier Science Publisher B V, 1990.
5. Duncan J M, Chang C Y. Nonlinear analysis of stress and strain in soils [J]. J of Soil Mech and Found Div, ASCE, 1970, 96(SM5): 1629-1654.
6. Kondner R L. Hyperbolic stress-strain response: cohesive soils [J]. J of Engineering Mech, ASCE, 1963, 90(SM1): 131-166.
7. Yin J H. An incremental nonlinear dilative constitutive model for sand [D]. Wuhan: Institute of Rock and Soil Mechanics, the Chinese Academy of Sciences, 1984. (in Chinese)
8. Yin J H, Yuan J X. Incremental nonlinear constitutive models [J]. Journal of Rock and Soil Mechanics, 1985(6): 5-14. (in Chinese)
9. Yin J H, Saadat F, Graham J. Constitutive modelling of a compacted sand-bentonite mixture using three-modulus hypoelasticity [J]. Can Geotech J, 1990, 27: 365-372.
10. Yin J H. Generalisation of three-moduli incremental non-linear constitutive models for soils [J]. Journal of Geotechnical Engineering, SEAGS, 1999, 30(3): 183-199.
11. Huang W X. Engineering Properties and Behaviour of Soils [M]. Beijing: China Water Power Press, 1983. (in Chinese)
12. Yin Zong-Ze. Principle of Soil Engineering [M]. Beijing: China Water Power Press, 2007. (in Chinese)
13. Tang Tjong-Kie. One dimensional problems of consolidation and secondary time effects [J]. China Civil Engineering Journal, 1958, 5(1). (in Chinese)
14. Qian J H. Applications of visco-elastic theories in soil mechanics [J]. Journal of Natural Science of Higher Education (Civil, Construction and Hydraulic Engineering), 1966. (in Chinese)
15. Sun J. Rheology of Goo-Materials and Engineering Applications [M]. Beijing: China Architecture and Building Press, 1990. (in Chinese)
16. Bjerrum L. Engineering geology of Norwegian normally consolidated marine clays as related to the settlements of buildings [J]. Geotechnique, 1967, 17(2): 83-118.
17. Yin J H. Constitutive modelling of time-dependent stress-strain behaviour of soils [D]. Winnipeg: University of Manitoba, 1990: 314.
18. Yin J H, Graham J. Viscous elastic plastic modelling of one-dimensional time dependent behaviour of clays [J]. Can Geotech J, 1989, 26: 199-209.
19. Yin J H, Graham J. Equivalent times and elastic visco-plastic modelling of time-dependent stress-strain behaviour of clays [J]. Canadian Geotechnical Journal, 1994, 31: 42-52.
20. Perzyna P. The constitutive equations for working hardening and rate sensitive plastic materials [J]. Proc of Vibration Problems, Warsaw, 1963, 4(3): 281-290.
21. Perzyna P. Fundamental Problems in Viscoplasticity, Advances in Applied Mechanics [M]. New York: Academic Press, 1966(9): 244-368.
22. Yin J H, Graham J. Elastic visco-plastic modelling of the time-dependent stress-strain behavior of soils [J]. Canadian Geotechnical Journal, 1999, 36(4): 736-745.
23. Yin J H, Zhu J G. Measured and predicted time-dependent stress-strain behavior of Hong Kong marine deposits [J]. Canadian Geotechnical Journal, 1999, 36(4): 760-766.
24. Yin J H, Zhu J G, Graham J. A new elastic visco-plastic model for time-dependent behaviour of normally and overconsolidated clays-theory and verification [J]. Canadian Geotechnical Journal, 2002, 39(1): 157-173.
25. Yin J H, Graham J, Clark J I, et al. Modelling unanticipated pore water pressures in soft clays [J]. Canadian Geotechnical Journal, 1994, 31: 773-778.
26. Yin J H, Clark J I. One-dimensional time dependent stress-strain behaviour of soils, elastic visco-plastic modelling, and consolidation analysis (part 1) [J]. Rock and Soil Mechanics, 1994, 15(3): 65-80. (in Chinese).
27. Yin J H, Clark J I. One-dimensional time dependent stress-strain behaviour of soils, elastic visco-plastic modelling, and consolidation analysis (part 2) [J]. Rock and Soil Mechanics, 1994, 15(4): 65-75. (in Chinese).
28. Zhu G F, Yin J H. Finite element analysis of consolidation of layered clay soils using an elastic visco-plastic model [J]. Int J of Num and Ana Methods in Geomechanics, 1999, 23: 355-374.
29. Zhu Guo-Fu, Yin J H. Elastic visco-plastic finite element consolidation modelling of Berthierville test embankment [J]. Int J of Num and Ana Methods in Geomechanics, 2000, 24: 491-508.
30. Yin J H, Graham J. Elastic visco-plastic modelling of one-dimensional consolidation [J]. Geotechnique, 1996, 46(3): 515-527.
31. Yin J H, Zhu J G. Elastic visco-plastic consolidation modelling and interpretation of porewater pressure responses in clay underneath Tarsiut island [J]. Canadian Geotechnical Journal, 1999, 36(4): 708-717.
32. Zhu J G, Yin J H. Deformation and porewater pressure responses of elastic viscoplastic soil [J]. Journal of Engineering Mechanics, 2001, 127(9), 899-908.
33. Yin J H. Non-linear creep of soils in oedometer tests [J]. Geotechnique, 1999, 49(5): 699-707.
34. Zhu Jun-Gao. Experimental study and constitutive modeling of the time-dependent stress-strain behaviour of Hong Kong marine deposits [D]. Hong Kong: The Hong Kong Polytechnic University, 2000:319.
35. Yin Zong-Ze. Settlement and Consolidation of Soils [M]. Beijing: China Electric Power Press, 1998. (in Chinese)
36. Bishop A W, Donald I B. The experimental study of partly saturated soils in the triaxial apparatus [C]// Proc 5th Int Conf Soil Mech and Found Engineering, Paris, 1961, 1: 13-21.
37. Wheeler S J. The undrained shear strength of soils containing large gas bubbles [J]. Geotechnique, 1988, 28(3): 399-413.
38. Yin J H. A double cell triaxial testing device for continuous measurement of the volume change of a soil specimen: China ZL01230571.5 [P]. 2003. (in Chinese)
39. Yin J H. A new double cell triaxial system for continuous measurement of volume changes of an unsaturated or saturated soil specimen in triaxial test [J]. Chinese Journal of Geotechnical Engineering, 2002, 24(5): 552-555. (in Chinese)
40. Yin J H. A double cell triaxial system for continuous measurement of volume changes of an unsaturated or saturated soil specimen in triaxial testing [J]. Geotechnical Testing Journal (ASTM), 2003, 26(3): 353-358.
41. Pearce J A. A new triaxial apparatus [C]//Stress-Strain Behaviour of Soils, Proceedings of the Roscoe Memorial Symposium, Cambridge, Henley-on-Thames. Cambridge, 1971:330-339.
42. Wood D M. Some aspects of the mechanical behaviour of kaolin under truly triaxial conditions of stress and strain [D]. Cambridge: University of Cambridge, 1974.
43. Airey D W, Wood D M. The Cambridge true triaxial apparatus [J]. Advanced Triaxial Testing of Soil and Rock, 1988: 796-805.
44. Bell J M. Stress-strain characteristics of cohesionless granular materials subjected to statically applied homogeneous loads in an open system [D]. California: California Institute of Technology, 1965.
45. Ko H Y, Scott R F. A new soil testing apparatus [J]. Géotechnique, 1967, 17(1): 40-57.
46. Sture S, Desai C S. Fluid cushion truly triaxial or multi-axial testing device [J]. Geotechnical Testing Journal, 1979, 2(1): 20-33.
47. Green G E. Strength and compressibility of granular materials under generalized strain conditions [D]. London: University of London, 1969.
48. Green G E. Strength and deformation of sand measured in an independent stress control cell [C]//Stress-Strain Behaviour of Soils, Proceedings of the Roscoe Memorial Symposium. Cambridge, 1971:285-323.
49. Lade P V, Duncan J M. Cubical triaxial tests on cohesionless soil [J]. Journal of Soil Mechanics and Foundation Division, 1973, 99(10): 793-812.
50. Li Guang-Xin. A study of three-dimensional constitutive relationship of soils and an examination of various models [D]. Beijing: Tsinghua University, 1985. (in Chinese)
51. Yin Zong-Ze, Zhu Jun-Gao. Improvement of true triaxial apparatus [C]// Proceedings of 1st National Conference on Geotechnical Constitutive Theory. Beijing, 2008. (in Chinese)
52. Zhu Jun-Gao, Lu Hai-Hua, Yin Zong-Ze. Lateral deformation of soil in true triaxial test [J]. Journal of Hohai University (Natural Sciences), 1995, 23(6): 28-33. (in Chinese)
53. Zhang Kun-Yong, Yin Zong-Ze, Xu Zhi-Wei. Development and application of true triaxial apparatus in China [J]. Geotechnical Engineering Technique, 2003, 5: 290-293. (in Chinese)
54. Yin J H. A true triaxial testing for measuring the behavior of a soil specimen: China, ZL 200410094697.X [P]. 2005. (in Chinese)
55. Yin Jian-Hua, Zhou Wan-Huan, Kumruzzaman Md, et al. New mixed boundary true triaxial loading device for testing study on 3-D stress-strain-strength behaviour of geomaterials [J]. Chinese Journal of Geotechnical Engineering, 2010, 32(4): 493-499. (in Chinese)
56. Yin Jian-Hua, Cheng Chun-Man, Kumruzzaman Md, et al. A new mixed boundary true triaxial loading device for testing study of the 3-D stress-strain-strength behaviour of geomaterials [J]. Canadian Geot J, 2010, 47(1): 1-15.
57. Kumruzzaman Md, Yin Jian-Hua. Influences of principal stress direction and the intermediate principal stress on the stress-strain-strength behaviour of completely decomposed granite [J]. Canadian Geotechnical Journal, 2010, 47(2): 164-179.
58. Hossain Md, Akhtar, Yin J H. Behavior of a compacted completely decomposed granite soil from suction controlled direct shear tests [J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2010, 136(1): 189-198.
59. Hossain M A, Yin J H. Shear strength and dilative characteristics of an unsaturated compacted completely decomposed granite soil [J]. Canadian Geotechnical Journal, 2010, 47(10): 1112-1126.
60. Hossain M A. Experimental study on the interface behavior between unsaturated completely decomposed granite soil and cement grout [D]. Hong Kong: The Hong Kong Polytechnic University, 2010:217.
61. Yin J H. A soil nail pullout box for measuring pullout resistance of a soil nail: China ZL 200410094639.7 [P]. 2004. (in Chinese)
62. Yin J H, Lj Su. An innovative laboratory box for testing nail pull-out resistance in soil [J]. ASTM Geotechnical Testing Journal, 2006, 29(6): 1-11.
63. Su Li-Jun, Terence C F Chan, Shiu Y K, et al. Influence of degree of saturation on soil nail pull-out resistance in compacted completely decomposed granite fill [J]. Canadian Geotechnical Journal, 2007, 44(11): 1314-1328.
64. Su Li-Jun, Terence C F Chan, Yin Jian-Hua, et al. Influence of overburden pressure on soil nail pull-out resistance in a compacted fill [J]. ASCE J of Geotechnical and Geoenvironmental Engineering, 2008, 134(9): 1339-1347.
65. Yin Jian-Hua, Su Li-Jun, Raymond W M Cheung, et al. The influence of grouting pressure on the pullout resistance of soil nail in compacted completely decomposed granite fill [J]. Geotechnique, 2009, 59(2): 103-113.
66. Yin Jian-Hua, Zhou Wan-Huan. Influence of grouting pressure and overburden stress on the interface resistance of a soil nail [J]. ASCE J of Geotechnical and Geoenvironmental Engineering, 2009, 135(9): 1198-1208.
67. Zhou Wan-Huan, Yin Jian-Hua. A simple mathematical model for soil nail and soil interaction analysis [J]. Computers and Geotechnics, 2008, 35: 479-488.
68. Yin J H, Jin W. A method for measuring the length and quality of a soil nail or pile: China ZL 200510006316.2 [P]. 2005. (in Chinese)
69. Hong Cheng-Yu, Yin Jian-Hua, Jin Wei, et al. Comparative study on the elongation measurement of a soil nail using optical lower coherence interferometry method and FBG method [J]. Advances in Structural Engineering - An International Journal, 2010, 13(2): 309-319.
70. Zhu Hong-Hu, Yin Jian-Hua, Zhang Lin, et al. Deformation monitoring of dam model test by optical fiber sensors [J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(6): 1188-1194. (in Chinese)
71. Zhu H H, Yin J H, Zhang L, et al. Monitoring internal displacements of a model dam using innovative FBG sensing bars [J]. Advances in Structural Engineering-An International Journal, 2010, 13(2): 249-261.
72. Zhu H H, Yin J H, Jin W. Health monitoring of a foundation using fiber Bragg grating sensor technology [J]. China Civil Engineering Journal, 2010, 43(6): 109-115. (in Chinese)
73. Zhu Hong-Hu, Yin Jian-Hua, Albert T, et al. Field pullout testing and performance evaluation of GFRP soil nails [J]. J of Geotech and Geoenv Engineering, ASCE, 2010.
74. Pei Hua-Fu, Yin Jian-Hua, Zhu Hong-Hu, et al. In-situ monitoring of displacements and stability evaluation of slope based on fiber Bragg grating sensing technology [J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(8): 1570-1576. (in Chinese)
75. Yin J H, Zhu H H, Pei H F, et al. Monitoring and warning of the operation safety of a super long tunnel [C]// Proceedings of the 8th Symposium on the Cross-strait Link Study (Bridge and Tunnel). Fuzhou, 2010: 140-147. (in Chinese)