-
2
-
-
24944571072
-
Theory of elasticity and consolidation for a porous anisotropic solid
-
Biot M.A. Theory of elasticity and consolidation for a porous anisotropic solid. J Appl Phys 26 (1955) 182-185
-
(1955)
J Appl Phys
, vol.26
, pp. 182-185
-
-
Biot, M.A.1
-
3
-
-
77956725039
-
Theory of propagation of elastic waves in a fluid-saturated porous solid, I. Low frequency range
-
Biot M.A. Theory of propagation of elastic waves in a fluid-saturated porous solid, I. Low frequency range. J Acoust Soc Am 28 (1956) 168-191
-
(1956)
J Acoust Soc Am
, vol.28
, pp. 168-191
-
-
Biot, M.A.1
-
4
-
-
85018427554
-
The elastic coefficients of a theory of consolidation
-
Biot M.A., and Willis D.G. The elastic coefficients of a theory of consolidation. J Appl Mech ASME 29 (1957) 594-601
-
(1957)
J Appl Mech ASME
, vol.29
, pp. 594-601
-
-
Biot, M.A.1
Willis, D.G.2
-
5
-
-
0022860938
-
Evaluation of u-w and u-π finite element methods for the dynamic response of saturated porous media using one-dimensional models
-
Simon B.R., Wu J.S.S., Zienkiewicz O.C., and Paul D.K. Evaluation of u-w and u-π finite element methods for the dynamic response of saturated porous media using one-dimensional models. Int J Numer Anal Meth Geomech 10 (1986) 461-482
-
(1986)
Int J Numer Anal Meth Geomech
, Issue.10
, pp. 461-482
-
-
Simon, B.R.1
Wu, J.S.S.2
Zienkiewicz, O.C.3
Paul, D.K.4
-
6
-
-
0022902872
-
Evaluation of higher order, mixed and hermitean finite element procedures for dynamic analysis of saturated porous media using one-dimensional models
-
Simon B.R., Wu J.S.S., and Zienkiewicz O.C. Evaluation of higher order, mixed and hermitean finite element procedures for dynamic analysis of saturated porous media using one-dimensional models. Int J Numer Anal Meth Geomech 10 (1986) 483-499
-
(1986)
Int J Numer Anal Meth Geomech
, Issue.10
, pp. 483-499
-
-
Simon, B.R.1
Wu, J.S.S.2
Zienkiewicz, O.C.3
-
7
-
-
22944460200
-
Transient mechanical wave propagation in semi-infinite porous media using a finite element approach
-
Mesgouez A., Lefeuve-Mesgouez G., and Chambarel A. Transient mechanical wave propagation in semi-infinite porous media using a finite element approach. Soil Dyn Earthquake Eng 25 6 (2005) 421-430
-
(2005)
Soil Dyn Earthquake Eng
, vol.25
, Issue.6
, pp. 421-430
-
-
Mesgouez, A.1
Lefeuve-Mesgouez, G.2
Chambarel, A.3
-
8
-
-
0019148360
-
Mechanics of continuous porous media
-
Prévost J.H. Mechanics of continuous porous media. Int J Eng Sci 18 5 (1980) 787-800
-
(1980)
Int J Eng Sci
, vol.18
, Issue.5
, pp. 787-800
-
-
Prévost, J.H.1
-
9
-
-
0002917627
-
A dynamical theory of interacting continua
-
Green A.E., and Naghdi P.M. A dynamical theory of interacting continua. Int J Eng Sci 3 (1965) 231-241
-
(1965)
Int J Eng Sci
, vol.3
, pp. 231-241
-
-
Green, A.E.1
Naghdi, P.M.2
-
10
-
-
0001067931
-
A continuum theory of chemically reacting media I
-
Eringen A.C., and Ingram J.D. A continuum theory of chemically reacting media I. Int J Eng Sci 3 (1965) 197-213
-
(1965)
Int J Eng Sci
, vol.3
, pp. 197-213
-
-
Eringen, A.C.1
Ingram, J.D.2
-
11
-
-
0020006949
-
Compressible porous media models by use of the theory of mixtures
-
Bowen R.M. Compressible porous media models by use of the theory of mixtures. Int J Eng Sci 20 6 (1982) 697-735
-
(1982)
Int J Eng Sci
, vol.20
, Issue.6
, pp. 697-735
-
-
Bowen, R.M.1
-
12
-
-
33746014455
-
-
Prevost JH. DYNAFLOW-a nonlinear transient finite element analysis program, Version 02. Technical Report, Department of Civil and Environmental Engineering, Princeton University, Princeton, NJ, 2002. 〈http://www.princeton.edu/~dynaflow/〉.
-
-
-
-
13
-
-
0036009528
-
Influence of seismic loading rate on soil liquefaction
-
Popescu R. Influence of seismic loading rate on soil liquefaction. Can Geotech J 39 (2002) 331-344
-
(2002)
Can Geotech J
, vol.39
, pp. 331-344
-
-
Popescu, R.1
-
14
-
-
0031439839
-
Effects of spatial variability on soil liquefaction: some design recommendations
-
Popescu R., Prevost J.H., and Deodatis G. Effects of spatial variability on soil liquefaction: some design recommendations. Geotechnique 47 5 (1997) 1019-1036
-
(1997)
Geotechnique
, vol.47
, Issue.5
, pp. 1019-1036
-
-
Popescu, R.1
Prevost, J.H.2
Deodatis, G.3
-
15
-
-
0031632961
-
Characteristic percentile of soil strength for dynamic analyses
-
Popescu R., Prevost J.H., and Deodatis G. Characteristic percentile of soil strength for dynamic analyses. Geotech Earthquake Eng Soil Dyn, Geotech Spec Publ 75, ASCE (1998) 1461-1471
-
(1998)
Geotech Earthquake Eng Soil Dyn, Geotech Spec Publ 75, ASCE
, pp. 1461-1471
-
-
Popescu, R.1
Prevost, J.H.2
Deodatis, G.3
-
16
-
-
33745995819
-
-
Popescu R, Chakrabortty P, Prevost JH. Fragility curves for tower structures on stochastically variable soil. In: Proceedings of the international conference on structural safety and reliability, ICOSSAR05, Rome, Italy, June 2005 [on CD-ROM].
-
-
-
-
17
-
-
14044260479
-
3D effects in seismic liquefaction of stochastically variable soil deposits
-
Popescu R., Prevost J.H., and Deodatis G. 3D effects in seismic liquefaction of stochastically variable soil deposits. Geotechnique 55 1 (2005) 21-31
-
(2005)
Geotechnique
, vol.55
, Issue.1
, pp. 21-31
-
-
Popescu, R.1
Prevost, J.H.2
Deodatis, G.3
-
18
-
-
0027850305
-
Centrifuge modeling of tower structures on saturated sands subjected to earthquake perturbations
-
Madabhushi S.P.G., and Schofield A.N. Centrifuge modeling of tower structures on saturated sands subjected to earthquake perturbations. Geotechnique 43 4 (1993) 555-565
-
(1993)
Geotechnique
, vol.43
, Issue.4
, pp. 555-565
-
-
Madabhushi, S.P.G.1
Schofield, A.N.2
-
19
-
-
33746013283
-
-
Ghosh B, Madabhushi SPG. Effects of localized soil inhomogeneity in modifying seismic soil-structure interaction. In: Proceedings of the 16th ASCE engineering mechanics conference, Seattle, WA, July 2003.
-
-
-
-
20
-
-
0020118214
-
Nonlinear transient phenomena in saturated porous media
-
Prévost J.H. Nonlinear transient phenomena in saturated porous media. Comput Meth Appl Mech Eng 30 (1982) 3-18
-
(1982)
Comput Meth Appl Mech Eng
, vol.30
, pp. 3-18
-
-
Prévost, J.H.1
-
21
-
-
0022145008
-
Wave propagation in fluid-saturated porous media: an efficient finite element procedure
-
Prévost J.H. Wave propagation in fluid-saturated porous media: an efficient finite element procedure. Soil Dyn Earthquake Eng 4 4 (1985) 183-202
-
(1985)
Soil Dyn Earthquake Eng
, vol.4
, Issue.4
, pp. 183-202
-
-
Prévost, J.H.1
-
24
-
-
0017983276
-
Implicit-explicit finite elements in nonlinear transient analysis
-
Hughes T.J.R., and Liu W.K. Implicit-explicit finite elements in nonlinear transient analysis. Comput Meth Appl Mech Eng ASME 45 (1978) 371-374
-
(1978)
Comput Meth Appl Mech Eng ASME
, vol.45
, pp. 371-374
-
-
Hughes, T.J.R.1
Liu, W.K.2
-
25
-
-
0017982090
-
Implicit-explicit finite elements in nonlinear transient analysis: implementation and numerical examples
-
Hughes T.J.R., and Liu W.K. Implicit-explicit finite elements in nonlinear transient analysis: implementation and numerical examples. J Appl Mech ASME 45 (1978) 395-398
-
(1978)
J Appl Mech ASME
, vol.45
, pp. 395-398
-
-
Hughes, T.J.R.1
Liu, W.K.2
-
26
-
-
0017505383
-
Factors affecting liquefaction and cyclic mobility
-
Castro G., and Poulos J. Factors affecting liquefaction and cyclic mobility. J Geotech Eng Div ASCE 103 GT6 (1977) 501-516
-
(1977)
J Geotech Eng Div ASCE
, vol.103
, Issue.GT6
, pp. 501-516
-
-
Castro, G.1
Poulos, J.2
-
27
-
-
0018018752
-
Definition of terms related to liquefaction
-
Marcuson III W.F. Definition of terms related to liquefaction. J Geotech Eng Div ASCE 104 9 (1978) 1197-1200
-
(1978)
J Geotech Eng Div ASCE
, vol.104
, Issue.9
, pp. 1197-1200
-
-
Marcuson III, W.F.1
-
28
-
-
0035474671
-
Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils
-
Youd T.L., et al. Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils. J Geotech Geoenviron Eng ASCE 127 10 (2001) 817-833
-
(2001)
J Geotech Geoenviron Eng ASCE
, vol.127
, Issue.10
, pp. 817-833
-
-
Youd, T.L.1
-
29
-
-
2542493833
-
Constitutive relations for soil materials
-
Prevost J.H., and Popescu R. Constitutive relations for soil materials. Electron J Geotech Eng 1 (1996). http://www.ejge.com/1996/Ppr9609/Ppr9609.htm
-
(1996)
Electron J Geotech Eng
, vol.1
-
-
Prevost, J.H.1
Popescu, R.2
-
30
-
-
0021834359
-
A simple plasticity theory for frictional cohesionless soils
-
Prevost J.H. A simple plasticity theory for frictional cohesionless soils. Soil Dyn Earthquake Eng 4 1 (1985) 9-17
-
(1985)
Soil Dyn Earthquake Eng
, vol.4
, Issue.1
, pp. 9-17
-
-
Prevost, J.H.1
-
31
-
-
0027789760
-
Centrifuge validation of a numerical model for dynamic soil liquefaction
-
Popescu R., and Prevost J.H. Centrifuge validation of a numerical model for dynamic soil liquefaction. Soil Dyn Earthquake Eng 12 2 (1993) 73-90
-
(1993)
Soil Dyn Earthquake Eng
, vol.12
, Issue.2
, pp. 73-90
-
-
Popescu, R.1
Prevost, J.H.2
-
32
-
-
33746001492
-
-
Popescu R. Stochastic variability of soil properties: data analysis, digital simulation, effects on system behavior. PhD thesis, Princeton University, Princeton, NJ, 1995.
-
-
-
-
33
-
-
0028977220
-
Comparison between VELACS numerical 'class A' predictions and centrifuge experimental soil test results
-
Popescu R., and Prevost J.H. Comparison between VELACS numerical 'class A' predictions and centrifuge experimental soil test results. Soil Dyn Earthquake Eng 14 2 (1995) 79-92
-
(1995)
Soil Dyn Earthquake Eng
, vol.14
, Issue.2
, pp. 79-92
-
-
Popescu, R.1
Prevost, J.H.2
-
34
-
-
33745987666
-
-
Jafari-Mehrabadi A, Popescu R. Mitigative measures against soil liquefaction: numerical modeling and centrifuge experiments. Can Geotech J, in review.
-
-
-
-
35
-
-
33745991223
-
-
Keanne CM, Prevost JH. An analysis of earthquake data observed at the Wildlife Liquefaction Array Site, Imperial County, California. In: Proceedings of the second US-Japan workshop on liquefaction, large ground deformations and effects on lifelines, New York, 1989. p. 39-53.
-
-
-
-
36
-
-
33746005997
-
-
Morris DV. The centrifugal modeling of dynamic soil-structure interaction and earthquake behavior. PhD thesis, University of Cambridge, 1979.
-
-
-
-
37
-
-
33745980883
-
-
Weissman K, Prevost JH. Centrifugal modeling of dynamic soil-structure interaction. Technical Report NCEER-89-0040, Princeton University, 1989.
-
-
-
-
38
-
-
0030193117
-
Non-stationary stochastic vector processes: seismic ground motion applications
-
Deodatis G. Non-stationary stochastic vector processes: seismic ground motion applications. Probab Eng Mech 11 (1996) 149-168
-
(1996)
Probab Eng Mech
, vol.11
, pp. 149-168
-
-
Deodatis, G.1
-
39
-
-
33745985765
-
-
Uniform Building Code. International conference of building officials (ICBO), Whittier, CA, vol. 2, 1994.
-
-
-
-
40
-
-
0014651725
-
A measure of earthquake intensity
-
Hansen R.J. (Ed), MIT Press, Cambridge, MA
-
Arias A. A measure of earthquake intensity. In: Hansen R.J. (Ed). Seismic design for nuclear power plants (1970), MIT Press, Cambridge, MA 438-483
-
(1970)
Seismic design for nuclear power plants
, pp. 438-483
-
-
Arias, A.1
-
41
-
-
0029710115
-
-
Iwasaki Y, Tai M. Strong motion records at Kobe Port Island. Soils and Foundations, Special Issue on Geotechnical Aspects of the January 17 1995 Hyogoken-Nambu Earthquake, January 1996. p. 29-40.
-
-
-
-
42
-
-
0034541553
-
Statistical analysis of fragility curves
-
Shinozuka M., Feng M.Q., Lee J., and Naganuma T. Statistical analysis of fragility curves. J Eng Mech ASCE 126 12 (2000) 1224-1231
-
(2000)
J Eng Mech ASCE
, vol.126
, Issue.12
, pp. 1224-1231
-
-
Shinozuka, M.1
Feng, M.Q.2
Lee, J.3
Naganuma, T.4
-
43
-
-
33746008595
-
-
Deodatis G, Saxena V, Shinozuka M. Effect of spatial variability of ground motion on bridge fragility curves. In: Proceedings of the eighth ASCE specialty conference on probabilistic mechanics and structural reliability, University of Notre Dame, IL, 2000 [on CD-ROM].
-
-
-
-
44
-
-
85001817359
-
Factor of safety and reliability in geotechnical engineering (discussion)
-
Focht J.A., and Focht III J.A. Factor of safety and reliability in geotechnical engineering (discussion). J Geotech Geoenviron Eng ASCE 127 8 (2001) 704-706
-
(2001)
J Geotech Geoenviron Eng ASCE
, vol.127
, Issue.8
, pp. 704-706
-
-
Focht, J.A.1
Focht III, J.A.2
-
45
-
-
25444495709
-
Effects of soil heterogeneity on bearing capacity-qualitative assessment
-
Popescu R., Deodatis G., and Nobahar A. Effects of soil heterogeneity on bearing capacity-qualitative assessment. Probab Eng Mech 20 (2005) 324-341
-
(2005)
Probab Eng Mech
, vol.20
, pp. 324-341
-
-
Popescu, R.1
Deodatis, G.2
Nobahar, A.3
-
46
-
-
0029203280
-
-
Budiman JS, Mohammadi J, Bandi S. Effect of large inclusions on liquefaction of sand. In: Proceedings of the conference of geotechnical engineering division. Geotechnical Special Publication 56, ASCE; 1995. p. 48-63.
-
-
-
-
47
-
-
33745984266
-
-
Konrad J-M, Dubeau S. Cyclic strength of stratified soil samples. In: Proceedings of the 55th Canadian geotechnical conference: ground and water: theory to practice, Niagara Falls, Ont., October 2002. p. 89-94.
-
-
-
-
48
-
-
33746014751
-
-
Ohtomo K, Shinozuka M. Two-dimensional spatial severity of liquefaction. In: Proceedings of the eighth Japan earthquake engineering symposium, Tokyo, 1990.
-
-
-
-
49
-
-
0032453080
-
Spatial variation in liquefaction risk
-
Fenton G.A., and Vanmarcke E.H. Spatial variation in liquefaction risk. Geotechnique 48 6 (1998) 819-831
-
(1998)
Geotechnique
, vol.48
, Issue.6
, pp. 819-831
-
-
Fenton, G.A.1
Vanmarcke, E.H.2
-
50
-
-
0037308561
-
Simplified geostatistical analysis of earthquake-induced ground response at the Wildlife Site, California, USA
-
Elkateb T., Chalaturnyk R., and Robertson P.K. Simplified geostatistical analysis of earthquake-induced ground response at the Wildlife Site, California, USA. Can Geotech J 40 (2003) 16-35
-
(2003)
Can Geotech J
, vol.40
, pp. 16-35
-
-
Elkateb, T.1
Chalaturnyk, R.2
Robertson, P.K.3
-
51
-
-
0015128601
-
Simplified procedure for evaluating soil liquefaction potential
-
Seed H.B., and Idriss I.M. Simplified procedure for evaluating soil liquefaction potential. J Geotech Eng Div ASCE 97 9 (1971) 1249-1273
-
(1971)
J Geotech Eng Div ASCE
, vol.97
, Issue.9
, pp. 1249-1273
-
-
Seed, H.B.1
Idriss, I.M.2
-
52
-
-
0032105027
-
Evaluating cyclic liquefaction potential using the cone penetration test
-
Robertson P.K., and Wride C.E. Evaluating cyclic liquefaction potential using the cone penetration test. Can Geotech J 35 3 (1998) 442-459
-
(1998)
Can Geotech J
, vol.35
, Issue.3
, pp. 442-459
-
-
Robertson, P.K.1
Wride, C.E.2
-
53
-
-
0036532012
-
Risk assessment of an interacting structure-soil system due to liquefaction
-
Koutsourelakis S., Prevost J.H., and Deodatis G. Risk assessment of an interacting structure-soil system due to liquefaction. Earthquake Eng Struct Dyn 31 (2002) 851-879
-
(2002)
Earthquake Eng Struct Dyn
, vol.31
, pp. 851-879
-
-
Koutsourelakis, S.1
Prevost, J.H.2
Deodatis, G.3
-
54
-
-
0029710321
-
-
Popescu R, Prevost JH, Deodatis G. Influence of spatial variability of soil properties on seismically induced soil liquefaction. In: Proceedings of the uncertainty in the geologic environment: from theory to practice. Madison, WI: ASCE; 1996. p. 1098-112.
-
-
-
-
55
-
-
33746030750
-
-
Chakrabortty P, Jafari-Mehrabadi A, Popescu R. Effects of low permeability soil layers on seismic stability of submarine slopes. In: Proceedings of the 57th Canadian geotechnical conference, Quebec City, PQ, 2004.
-
-
-
-
56
-
-
33745998073
-
-
Geotechnical and Environmental Research Group. Behaviour of rigid foundations on layered soil, Report #331, Cambridge University, 2004. 〈http://www-civ.eng.cam.ac.uk/geotech_new/〉.
-
-
-
-
57
-
-
0029667308
-
Design and performance of an equivalent shear beam container for earthquake centrifuge modeling
-
Zeng X., and Schofield A.N. Design and performance of an equivalent shear beam container for earthquake centrifuge modeling. Geotechnique 46 1 (1996) 83-102
-
(1996)
Geotechnique
, vol.46
, Issue.1
, pp. 83-102
-
-
Zeng, X.1
Schofield, A.N.2
|