-
1
-
-
0028977257
-
Collapse of saturated soil due to reduction in confinement
-
Anderson, S.A., and Riemer, M.F. 1995. Collapse of saturated soil due to reduction in confinement. Journal of Geotechnical Engineering, ASCE, 121(2): 216-220.
-
(1995)
Journal of Geotechnical Engineering, ASCE
, vol.121
, Issue.2
, pp. 216-220
-
-
Anderson, S.A.1
Riemer, M.F.2
-
2
-
-
0029414108
-
Analysis of rainfall-induced debris flows
-
Anderson, S.A., and Sitar, N. 1995. Analysis of rainfall-induced debris flows. Journal of Geotechnical Engineering, ASCE, 121(7): 544-552.
-
(1995)
Journal of Geotechnical Engineering, ASCE
, vol.121
, Issue.7
, pp. 544-552
-
-
Anderson, S.A.1
Sitar, N.2
-
3
-
-
0022082462
-
A state parameter for sands
-
Been, K., and Jefferies, M.G. 1985. A state parameter for sands. Géotechnique, 35(2): 99-112.
-
(1985)
Géotechnique
, vol.35
, Issue.2
, pp. 99-112
-
-
Been, K.1
Jefferies, M.G.2
-
4
-
-
0000164663
-
Back analysis of the Nerlerk berm liquefaction slides: Discussion
-
Been, K., Conlin, B.H., Crooks, J.H.A., Fitzpatrick, S.W., Jefferies, M.G., Rogers, B.T., and Shinde, S. 1987. Back analysis of the Nerlerk berm liquefaction slides: discussion. Canadian Geotechnical Journal, 24: 170-179.
-
(1987)
Canadian Geotechnical Journal
, vol.24
, pp. 170-179
-
-
Been, K.1
Conlin, B.H.2
Crooks, J.H.A.3
Fitzpatrick, S.W.4
Jefferies, M.G.5
Rogers, B.T.6
Shinde, S.7
-
5
-
-
0024143883
-
Liquefaction of hydraulically placed sand fills
-
Geotechnical Special Publication 21, Edited by D.J.A. Van Zyl and S.G. Vick
-
Been, K., Crooks, J.H.A., Conlin, B.H., and Horsfield, D. 1988. Liquefaction of hydraulically placed sand fills. In Hydraulic fill structures. Edited by D.J.A. Van Zyl and S.G. Vick. Geotechnical Special Publication 21, pp. 573-591.
-
(1988)
Hydraulic Fill Structures
, pp. 573-591
-
-
Been, K.1
Crooks, J.H.A.2
Conlin, B.H.3
Horsfield, D.4
-
10
-
-
14844317965
-
A preliminary model for the landslides of May 1998 in Campania Region
-
Naples
-
Cascini, L., Guida, D., Romanzi, G., Nocera, N., and Sorbino, G. 1998. A preliminary model for the landslides of May 1998 in Campania Region. In Proceedings of the 2nd International Symposium on the Geotechnics of Hard Soils and Soft Rocks, Naples, Vol. 3, pp. 1623-1649.
-
(1998)
Proceedings of the 2nd International Symposium on the Geotechnics of Hard Soils and Soft Rocks
, vol.3
, pp. 1623-1649
-
-
Cascini, L.1
Guida, D.2
Romanzi, G.3
Nocera, N.4
Sorbino, G.5
-
11
-
-
0026359550
-
Liquefaction of sands under undrained and non-undrained conditions
-
23-26 September. University of Karlsruhe, Karlsruhe, Germany
-
Chu, J. 1991. Liquefaction of sands under undrained and non-undrained conditions. In Proceedings of the 5th International Conference on Soil Dynamics and Earthquake Engineering, Karlsruhe, 23-26 September. University of Karlsruhe, Germany, pp. 277-291.
-
(1991)
Proceedings of the 5th International Conference on Soil Dynamics and Earthquake Engineering
, pp. 277-291
-
-
Chu, J.1
-
12
-
-
0035351940
-
Pre-failure strain softening and pre-failure instability of sand: A comparative study
-
Chu, J., and Leong, W.K. 2001. Pre-failure strain softening and pre-failure instability of sand: a comparative study. Géotechnique, 51(4): 311-321.
-
(2001)
Géotechnique
, vol.51
, Issue.4
, pp. 311-321
-
-
Chu, J.1
Leong, W.K.2
-
13
-
-
0036931536
-
Effect of fines on instability behaviour of loose sand
-
Chu, J., and Leong, W.K. 2002. Effect of fines on instability behaviour of loose sand., Géotechnique, 52(10): 751-755.
-
(2002)
Géotechnique
, vol.52
, Issue.10
, pp. 751-755
-
-
Chu, J.1
Leong, W.K.2
-
14
-
-
0001769861
-
On the measurement of critical state parameters of dense granular soils
-
Chu, J., and Lo, S.-C.R. 1993. On the measurement of critical state parameters of dense granular soils. Geotechical Testing Journal, 16(1): 27-35.
-
(1993)
Geotechical Testing Journal
, vol.16
, Issue.1
, pp. 27-35
-
-
Chu, J.1
Lo, S.-C.R.2
-
15
-
-
0028184565
-
Asymptotic behaviour of a granular soil in strain path testing
-
Chu, J., and Lo, S.-C.R. 1994. Asymptotic behaviour of a granular soil in strain path testing. Géotechnique, 44(1): 65-82.
-
(1994)
Géotechnique
, vol.44
, Issue.1
, pp. 65-82
-
-
Chu, J.1
Lo, S.-C.R.2
-
16
-
-
0027788371
-
Instability of granular soils under strain path testing
-
Chu, J., Lo, R.S.-C., and Lee, I.K. 1993. Instability of granular soils under strain path testing. Journal of Geotechnical Engineering, ASCE, 119(5): 874-892.
-
(1993)
Journal of Geotechnical Engineering, ASCE
, vol.119
, Issue.5
, pp. 874-892
-
-
Chu, J.1
Lo, R.S.-C.2
Lee, I.K.3
-
17
-
-
0023306608
-
Remaining at yield during unloading and other unconventional elastic-plastic response
-
Drucker, D.C., and Seereeram, D. 1987. Remaining at yield during unloading and other unconventional elastic-plastic response. Journal of Applied Mechanics, 109: 22-26.
-
(1987)
Journal of Applied Mechanics
, vol.109
, pp. 22-26
-
-
Drucker, D.C.1
Seereeram, D.2
-
18
-
-
0025586388
-
Instrumented laboratory flowslides
-
Eckersley, J.D. 1990. Instrumented laboratory flowslides. Géotechnique, 40: 489-502.
-
(1990)
Géotechnique
, vol.40
, pp. 489-502
-
-
Eckersley, J.D.1
-
19
-
-
0024855958
-
Transformation of dilative and contractive landslide debris into debris flows - An example from Marin County, California
-
Fleming, R.W., Ellen, S.D., and Algus, M.A. 1989. Transformation of dilative and contractive landslide debris into debris flows - an example from Marin County, California. Engineering Geology, 27: 201-223.
-
(1989)
Engineering Geology
, vol.27
, pp. 201-223
-
-
Fleming, R.W.1
Ellen, S.D.2
Algus, M.A.3
-
20
-
-
0347890211
-
Analysis of certain factors affecting the unstable behaviour of saturated loose sand
-
Gajo, A., Piffer, L., and de Polo, F. 2000. Analysis of certain factors affecting the unstable behaviour of saturated loose sand. Mechanics of Cohesive-Frictional Materials, 5: 215-237.
-
(2000)
Mechanics of Cohesive-Frictional Materials
, vol.5
, pp. 215-237
-
-
Gajo, A.1
Piffer, L.2
de Polo, F.3
-
21
-
-
0001636811
-
Pore pressure response during failure in soils
-
Harp, E.W., Weels, W.G., II, and Sarmiento, J.G. 1990. Pore pressure response during failure in soils. Geological Society of America Bulletin, 102(4): 428-438.
-
(1990)
Geological Society of America Bulletin
, vol.102
, Issue.4
, pp. 428-438
-
-
Harp, E.W.1
Weels II, W.G.2
Sarmiento, J.G.3
-
22
-
-
0346629812
-
Yielding and flow liquefaction of loose sand
-
Imam, S.M.R., Morgenstern, N.R., Robertson, P.K., and Chan, D.H. 2002. Yielding and flow liquefaction of loose sand. Soils and Foundations, 42(3): 19-31.
-
(2002)
Soils and Foundations
, vol.42
, Issue.3
, pp. 19-31
-
-
Imam, S.M.R.1
Morgenstern, N.R.2
Robertson, P.K.3
Chan, D.H.4
-
23
-
-
0345998714
-
Plastic work and isotropic softening in unloading
-
Jefferies, M.G. 1997. Plastic work and isotropic softening in unloading. Géotechnique, 43(1): 91-103.
-
(1997)
Géotechnique
, vol.43
, Issue.1
, pp. 91-103
-
-
Jefferies, M.G.1
-
24
-
-
0027387414
-
Undrained response of loosely compacted sands during monotonic and cyclic compression tests
-
Konrad, J.-M. 1993. Undrained response of loosely compacted sands during monotonic and cyclic compression tests. Géotechnique, 43(1): 69-89.
-
(1993)
Géotechnique
, vol.43
, Issue.1
, pp. 69-89
-
-
Konrad, J.-M.1
-
25
-
-
84937752753
-
Static instability and liquefaction of loose fine sandy slopes
-
Lade, P.V. 1992. Static instability and liquefaction of loose fine sandy slopes. Journal of Geotechnical Engineering, ASCE, 118(1): 51-71.
-
(1992)
Journal of Geotechnical Engineering, ASCE
, vol.118
, Issue.1
, pp. 51-71
-
-
Lade, P.V.1
-
26
-
-
0027790654
-
Initiation of static instability in the submarine Nerlerk berm
-
Lade, P.V. 1993. Initiation of static instability in the submarine Nerlerk berm. Canadian Geotechnical Journal, 30: 895-904.
-
(1993)
Canadian Geotechnical Journal
, vol.30
, pp. 895-904
-
-
Lade, P.V.1
-
27
-
-
0025512206
-
Instability and plastic flow of soils. I: Experimental observations
-
Lade, P.V., and Pradel, D. 1990. Instability and plastic flow of soils. I: Experimental observations. Journal of Engineering Mechanics, ASCE, 116(11): 2532-2550.
-
(1990)
Journal of Engineering Mechanics, ASCE
, vol.116
, Issue.11
, pp. 2532-2550
-
-
Lade, P.V.1
Pradel, D.2
-
28
-
-
0024218617
-
Predicting transformation of shallow landslides into high-speed debris flows
-
Lausanne
-
Lee, H.L., Ellen, S.D., and Kayen, R.E. 1988. Predicting transformation of shallow landslides into high-speed debris flows. In Proceedings of the 5th International Symposium on Landslides, Lausanne, Vol. 1, pp. 713-718.
-
(1988)
Proceedings of the 5th International Symposium on Landslides
, vol.1
, pp. 713-718
-
-
Lee, H.L.1
Ellen, S.D.2
Kayen, R.E.3
-
30
-
-
0036027017
-
Effect of undrained creep on instability behaviour of loose sand
-
Leong, W.K., and Chu, J. 2002. Effect of undrained creep on instability behaviour of loose sand. Canadian Geotechnical Journal, 39: 1399-1405.
-
(2002)
Canadian Geotechnical Journal
, vol.39
, pp. 1399-1405
-
-
Leong, W.K.1
Chu, J.2
-
31
-
-
0000809629
-
Liquefaction and instability of a granular fill material
-
Leong, W.K., Chu, J., and Teh, C.I. 2000. Liquefaction and instability of a granular fill material. Geotechnical Testing Journal, 23(2): 178-192.
-
(2000)
Geotechnical Testing Journal
, vol.23
, Issue.2
, pp. 178-192
-
-
Leong, W.K.1
Chu, J.2
Teh, C.I.3
-
32
-
-
0035311247
-
Natural slopes and cuts: Movement and failure mechanisms
-
Leroueil, S. 2001. Natural slopes and cuts: movement and failure mechanisms. 39th Rankine Lecture. Géotechnique, 51(3): 197-243.
-
(2001)
39th Rankine Lecture. Géotechnique
, vol.51
, Issue.3
, pp. 197-243
-
-
Leroueil, S.1
-
34
-
-
0032215965
-
A unique critical state for sand?
-
Mooney, M.A., Finno, R.J., and Viggiani, M.G. 1998. A unique critical state for sand? Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 124(11): 1100-l108.
-
(1998)
Journal of Geotechnical and Geoenvironmental Engineering, ASCE
, vol.124
, Issue.11
, pp. 1100-1108
-
-
Mooney, M.A.1
Finno, R.J.2
Viggiani, M.G.3
-
35
-
-
0034551688
-
1907 static liquefaction flow failure of the north dike of Wachusett dam
-
Olson, S.M., Stark, T.D., Walton, W.H., and Castro, G. 2000. 1907 static liquefaction flow failure of the north dike of Wachusett dam. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 126(12): 1184-1193.
-
(2000)
Journal of Geotechnical and Geoenvironmental Engineering, ASCE
, vol.126
, Issue.12
, pp. 1184-1193
-
-
Olson, S.M.1
Stark, T.D.2
Walton, W.H.3
Castro, G.4
-
36
-
-
34249103932
-
1996 discussion of "Collapse of saturated soil due to reduction in confinement" by Anderson and Riemer
-
Santos, O., Lacerda, W.A., and Ehrlich, M. 1996. Discussion of "Collapse of saturated soil due to reduction in confinement" by Anderson and Riemer (1995). Journal of Geotechnical Engineering, ASCE, 122(6): 505-506.
-
(1995)
Journal of Geotechnical Engineering, ASCE
, vol.122
, Issue.6
, pp. 505-506
-
-
Santos, O.1
Lacerda, W.A.2
Ehrlich, M.3
-
37
-
-
0027790229
-
Collapse behavior of sand
-
Sasitharan, S., Robertson, P.K., Sego, D.C., and Morgenstern, N.R. 1993. Collapse behavior of sand. Canadian Geotechnical Journal, 30: 569-577.
-
(1993)
Canadian Geotechnical Journal
, vol.30
, pp. 569-577
-
-
Sasitharan, S.1
Robertson, P.K.2
Sego, D.C.3
Morgenstern, N.R.4
-
38
-
-
0022265332
-
Back analysis of the Nerlerk berm liquefaction slides
-
Sladen, J.A., D'Hollander, R.D., Krahn, J., and Mitchell, D.E. 1985a. Back analysis of the Nerlerk berm liquefaction slides. Canadian Geotechnical Journal, 22: 579-588.
-
(1985)
Canadian Geotechnical Journal
, vol.22
, pp. 579-588
-
-
Sladen, J.A.1
D'Hollander, R.D.2
Krahn, J.3
Mitchell, D.E.4
-
39
-
-
0022265334
-
The liquefaction of sands, a collapse surface approach
-
Sladen, J.A., D'Hollander, R.D., and Krahn, J. 1985b. The liquefaction of sands, a collapse surface approach. Canadian Geotechnical Journal, 22: 564-578.
-
(1985)
Canadian Geotechnical Journal
, vol.22
, pp. 564-578
-
-
Sladen, J.A.1
D'Hollander, R.D.2
Krahn, J.3
-
41
-
-
0343939095
-
Flow failures in Mississippi riverbanks
-
Toronto, Ont. Canadian Geotechnical Society
-
Torrey, V.H., III, and Weaver, F.J. 1984. Flow failures in Mississippi riverbanks. In Proceedings of the 4th International Symposium on Landslides, Toronto, Ont. Canadian Geotechnical Society. Vol. 2, pp. 335-360.
-
(1984)
Proceedings of the 4th International Symposium on Landslides
, vol.2
, pp. 335-360
-
-
Torrey III, V.H.1
Weaver, F.J.2
-
42
-
-
0002847279
-
Undrained deformation and strength characteristics of soils from reclaimed deposits in Kobe
-
Tsukamoto, Y., Ishihara, K., and Nonaka, T. 1998. Undrained deformation and strength characteristics of soils from reclaimed deposits in Kobe. Soils and Foundations, 38(4): 47-55.
-
(1998)
Soils and Foundations
, vol.38
, Issue.4
, pp. 47-55
-
-
Tsukamoto, Y.1
Ishihara, K.2
Nonaka, T.3
-
44
-
-
0004010169
-
-
U.S. National Research Council National Academy Press, Washington, D.C
-
U.S. National Research Council. 1985. Liquefaction of soils during earthquakes. National Academy Press, Washington, D.C.
-
(1985)
Liquefaction of Soils During Earthquakes
-
-
-
45
-
-
0022236865
-
Cyclic and monotonic undrained response of saturated sands
-
Proceedings of the ASCE Convention, Detroit, Mich., 24 October. Edited by V. Khosla. American Society of Civil Engineers, New York
-
Vaid, Y.P., and Chern, J.C, 1985. Cyclic and monotonic undrained response of saturated sands. In Advances in the Art of Testing Soils under Cyclic Conditions, Proceedings of the ASCE Convention, Detroit, Mich., 24 October. Edited by V. Khosla. American Society of Civil Engineers, New York. pp. 120-147.
-
(1985)
Advances in the Art of Testing Soils Under Cyclic Conditions
, pp. 120-147
-
-
Vaid, Y.P.1
Chern, J.C.2
|