-
1
-
-
0018294737
-
Procedures used to obtain soil parameters for foundation engineering in the North Sea
-
Andresen, A., Berre, T., Kleven, A., and Lunne, T.: Procedures used to obtain soil parameters for foundation engineering in the North Sea, Marine Geotechnology, 3, 201-266, 1979.
-
(1979)
Marine Geotechnology
, vol.3
, pp. 201-266
-
-
Andresen, A.1
Berre, T.2
Kleven, A.3
Lunne, T.4
-
2
-
-
85039359555
-
Seismic response of normally consolidated cohesive soils in gently inclined submerged slopes
-
San Diego, California, San Diego, California
-
Biscontin, G., Pestana, J. M., Nadim, F., and Andersen, K. H.: Seismic response of normally consolidated cohesive soils in gently inclined submerged slopes, Proc. of the 4th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, California, San Diego, California, 2001.
-
(2001)
Proc. of the 4th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
-
-
Biscontin, G.1
Pestana, J.M.2
Nadim, F.3
Andersen, K.H.4
-
3
-
-
1642568024
-
Seismic triggering of submarine slides in soft cohesive soil deposits
-
Biscontin, G., Pestana, J. M., and Nadim, F.: Seismic triggering of submarine slides in soft cohesive soil deposits, Marine Geology, 203, 341-354, 2004.
-
(2004)
Marine Geology
, vol.203
, pp. 341-354
-
-
Biscontin, G.1
Pestana, J.M.2
Nadim, F.3
-
4
-
-
54549094675
-
Direct simple-shear tests on a Norwegian quick clay
-
Bjerrum, L. and Landva, A.: Direct simple-shear tests on a Norwegian quick clay, Geotechnique, 16, 1-20, 1966.
-
(1966)
Geotechnique
, vol.16
, pp. 1-20
-
-
Bjerrum, L.1
Landva, A.2
-
5
-
-
0030390319
-
Undrained multidirectional direct simple shear behavior of cohesive soil
-
DeGroot, D. J., Ladd, C. C., and Germaine, J. T.: Undrained multidirectional direct simple shear behavior of cohesive soil, J. Geotech. Engrg., 122, 91-98, 1996.
-
(1996)
J. Geotech. Engrg.
, vol.122
, pp. 91-98
-
-
DeGroot, D.J.1
Ladd, C.C.2
Germaine, J.T.3
-
6
-
-
0021422575
-
Effective stress analysis of seismic response and liquefaction theory
-
Dikmen, S. U. and Ghaboussi, J.: Effective stress analysis of seismic response and liquefaction theory, J. Geotech. Engrg., 110, 628-644, 1984.
-
(1984)
J. Geotech. Engrg.
, vol.110
, pp. 628-644
-
-
Dikmen, S.U.1
Ghaboussi, J.2
-
7
-
-
0037189228
-
Computational modeling of cyclic mobility and post liquefaction site response
-
Elgamal, A., Yang, Z., and Parra, E.: Computational modeling of cyclic mobility and post liquefaction site response, Soil Dynamics and Earthquake Engineering, 22, 259-271, 2002.
-
(2002)
Soil Dynamics and Earthquake Engineering
, vol.22
, pp. 259-271
-
-
Elgamal, A.1
Yang, Z.2
Parra, E.3
-
8
-
-
0030433844
-
Identification and modeling of earthquake ground response, I. Site amplification
-
Elgamal, A. W., Zeghal, M., Parra, E., Gunturi, R., Tang, H. T., and Stepp, J. C.: Identification and modeling of earthquake ground response, I. Site amplification, Soil Dynamics and Earthquake Engineering, 15, 499-522, 1996.
-
(1996)
Soil Dynamics and Earthquake Engineering
, vol.15
, pp. 499-522
-
-
Elgamal, A.W.1
Zeghal, M.2
Parra, E.3
Gunturi, R.4
Tang, H.T.5
Stepp, J.C.6
-
9
-
-
0017217665
-
Constitutive laws for sand in dynamic shear
-
Finn, L. W. D., Lee, K. W., and Martin, G. R.: Constitutive laws for sand in dynamic shear, vol. 1 of Proceedings of the 2nd International Conference on Numerical Methods in Geomechanics, 270-281, 1976.
-
(1976)
Proceedings of the 2nd International Conference on Numerical Methods in Geomechanics
, vol.1
, pp. 270-281
-
-
Finn, L.W.D.1
Lee, K.W.2
Martin, G.R.3
-
10
-
-
0003561673
-
QUAD4M: A computer program to evaluate the seismic response of soil structures using finite element procedures and incorparating a compliant base
-
Tech. Rep., Center for Geotechnical Modeling, Dept. of Civil and Environmental Eng
-
Hudson, M., Idriss, I. M., and Beikae, M.: QUAD4M: A computer program to evaluate the seismic response of soil structures using finite element procedures and incorparating a compliant base, Tech. Rep., Center for Geotechnical Modeling, Dept. of Civil and Environmental Eng., 1994.
-
(1994)
-
-
Hudson, M.1
Idriss, I.M.2
Beikae, M.3
-
11
-
-
10644222114
-
Predicting variability in the stability of slope sediments due to earthquake ground motion in the AFEN area of the Western UK continental shelf
-
Jackson, P., Gunn, D., and Long, D.: Predicting variability in the stability of slope sediments due to earthquake ground motion in the AFEN area of the Western UK continental shelf, Marine Geology, 213, 363-378, 2004.
-
(2004)
Marine Geology
, vol.213
, pp. 363-378
-
-
Jackson, P.1
Gunn, D.2
Long, D.3
-
12
-
-
0022925712
-
Regional method to assess offshore slope stability
-
Lee, H. J. and Edwards, B. D.: Regional method to assess offshore slope stability, J. Geotech. Engrg., 112, 489-509, 1986.
-
(1986)
J. Geotech. Engrg.
, vol.112
, pp. 489-509
-
-
Lee, H.J.1
Edwards, B.D.2
-
13
-
-
0003480376
-
DESRA-2: Dynamic effective stress response analysis of soil deposits with energy transmitting boundary including assessment of liquefaction potential
-
Tech. Rep. 38, Dept. of Civil Engineering, University of British Columbia
-
Lee, M. K. W. and Finn, L. W. D.: DESRA-2: Dynamic effective stress response analysis of soil deposits with energy transmitting boundary including assessment of liquefaction potential, Tech. Rep. 38, Dept. of Civil Engineering, University of British Columbia, 1978.
-
(1978)
-
-
Lee, M.K.W.1
Finn, L.W.D.2
-
14
-
-
0030411561
-
Strain rate and preshear effects in cyclic resistance of soft clay
-
Lefebvre, G. and Pfendler, P.: Strain rate and preshear effects in cyclic resistance of soft clay, J. Geotech. Engrg., 122, 21-26, 1996.
-
(1996)
J. Geotech. Engrg.
, vol.122
, pp. 21-26
-
-
Lefebvre, G.1
Pfendler, P.2
-
15
-
-
84982743594
-
Slumping on a continental shelf inclined at 1° to 4
-
Lewis, K. B.: Slumping on a continental shelf inclined at 1° to 4°, Sedimentology, 16, 97-110, 1971.
-
(1971)
Sedimentology
, vol.16
, pp. 97-110
-
-
Lewis, K.B.1
-
16
-
-
10644267808
-
Slope stability of the Helland Hansen area offshore the Mid-Norwegian margin
-
Leynaud, D., Mienert, J., and Nadim, F.: Slope stability of the Helland Hansen area offshore the Mid-Norwegian margin, Marine Geology, 213, 457-480, 2004.
-
(2004)
Marine Geology
, vol.213
, pp. 457-480
-
-
Leynaud, D.1
Mienert, J.2
Nadim, F.3
-
17
-
-
0003651160
-
SUMDES: A nonlinear procedure for response analysis of horizontally layered sites subjected to multi-directional earthquake loading
-
Tech. Rep., Dipartment of Civil Engineering, University of California
-
Li, X. S., Wang, Z. L., and Shen, C. K.: SUMDES: a nonlinear procedure for response analysis of horizontally layered sites subjected to multi-directional earthquake loading, Tech. Rep., Dipartment of Civil Engineering, University of California, 1992.
-
(1992)
-
-
Li, X.S.1
Wang, Z.L.2
Shen, C.K.3
-
18
-
-
0036009664
-
Submarine landslides: Advances and challenges
-
Locat, J. and Lee, H.: Submarine landslides: advances and challenges, Canadian Geotechnical Journal, 39, 193-212, 2002.
-
(2002)
Canadian Geotechnical Journal
, vol.39
, pp. 193-212
-
-
Locat, J.1
Lee, H.2
-
19
-
-
0024668090
-
Behavior of foundation clays supporting compliant offshore structures
-
Malek, A. M., Azzouz, A. S., Baligh, M. M., and Germaine, J. T.: Behavior of foundation clays supporting compliant offshore structures, J. Geotech. Engrg., 115, 615-636, 1989.
-
(1989)
J. Geotech. Engrg.
, vol.115
, pp. 615-636
-
-
Malek, A.M.1
Azzouz, A.S.2
Baligh, M.M.3
Germaine, J.T.4
-
20
-
-
31044442853
-
MASH: A computer program for the nonlinear analysis of vertically propagating shear waves in horizontally layered soil deposits
-
Tech. Rep. UCB/EERC-8/23, University of California
-
Martin, G. R. and Seed, H. B.: MASH: a computer program for the nonlinear analysis of vertically propagating shear waves in horizontally layered soil deposits, Tech. Rep. UCB/EERC-8/23, University of California, 1978.
-
(1978)
-
-
Martin, G.R.1
Seed, H.B.2
-
21
-
-
10644271834
-
COSTA - Continental slope stability: Major aims and topics
-
Mienert, J.: COSTA - continental slope stability: major aims and topics, Marine Geology, 213, 1-7, 2004.
-
(2004)
Marine Geology
, vol.213
, pp. 1-7
-
-
Mienert, J.1
-
22
-
-
0001134797
-
Submarine slumping and the initiation of turbidity currents
-
edited by: Richards, A., University. of Illinois Press, Urbana, Ill
-
Morgenstern, N.: Submarine slumping and the initiation of turbidity currents, in: Marine Geotechnique, edited by: Richards, A., University. of Illinois Press, Urbana, Ill., 189-210, 1967.
-
(1967)
Marine Geotechnique
, pp. 189-210
-
-
Morgenstern, N.1
-
23
-
-
0242451954
-
Nonlinear site response analysis of submerged slopes
-
Tech. Rep. UCB/GT/2000-04, Department of Civil and Environmental Engineering
-
Pestana, J. M. and Nadim, F.: Nonlinear site response analysis of submerged slopes, Tech. Rep. UCB/GT/2000-04, Department of Civil and Environmental Engineering, 2000.
-
(2000)
-
-
Pestana, J.M.1
Nadim, F.2
-
24
-
-
0033212776
-
Formulation of a unified constitutive model for clay and sand
-
Pestana, J. M. and Whittle, A. J.: Formulation of a unified constitutive model for clay and sand, International Journal for Numerical and Analytical Methods in Geomechanics, 23, 1215-1243, 1999.
-
(1999)
International Journal for Numerical and Analytical Methods in Geomechanics
, vol.23
, pp. 1215-1243
-
-
Pestana, J.M.1
Whittle, A.J.2
-
25
-
-
0034306720
-
Modeling cyclic behavior of lightly overconsolidated clays in simple shear
-
Pestana, J. M., Biscontin, G., Nadim, F., and Andersen, K. H.: Modeling cyclic behavior of lightly overconsolidated clays in simple shear, Soil Dynamics and Earthquake Engineering, 19, 501-519, 2000.
-
(2000)
Soil Dynamics and Earthquake Engineering
, vol.19
, pp. 501-519
-
-
Pestana, J.M.1
Biscontin, G.2
Nadim, F.3
Andersen, K.H.4
-
26
-
-
0017917702
-
Disintegrating retrogressive landslide on very-low-angle subaqueous slopes, Mississippi Delta
-
Prior, D. B. and Coleman, J. M.: Disintegrating retrogressive landslide on very-low-angle subaqueous slopes, Mississippi Delta, Marine Geotechnology, 3, 37-60, 1978.
-
(1978)
Marine Geotechnology
, vol.3
, pp. 37-60
-
-
Prior, D.B.1
Coleman, J.M.2
-
27
-
-
0003466716
-
SHAKE: A computer program for earthquake response analysis of horizontally layered sites
-
Tech. Rep. UCB/EERC-71/12, University of California
-
Schnabel, P. B., Lysmer, J., and Seed, H. B.: SHAKE: A computer program for earthquake response analysis of horizontally layered sites, Tech. Rep. UCB/EERC-71/12, University of California, 1972.
-
(1972)
-
-
Schnabel, P.B.1
Lysmer, J.2
Seed, H.B.3
-
28
-
-
0016035737
-
Soil motion computetion by characteristic method
-
Streeter, V. L., Wylie, E. B., and Richart, F. E.: Soil motion computetion by characteristic method, Journal of the Geotechnical Engineering Division, 100, 247-263, 1974.
-
(1974)
Journal of the Geotechnical Engineering Division
, vol.100
, pp. 247-263
-
-
Streeter, V.L.1
Wylie, E.B.2
Richart, F.E.3
-
29
-
-
10644277253
-
Triggering mechanisms of slope instablity processes and sediment failures on continental margins: A geotechnical approach
-
Sultan, N., Cochonat, P., Canals, A., Cattaneo, A., Dennielou, B., Haflidason, H., Laberg, J., Long, D., Mienert, J., Trincardi, F., Urgeles, R., Vorren, T., and Wilson, C.: Triggering mechanisms of slope instablity processes and sediment failures on continental margins: a geotechnical approach, Marine Geology, 213, 291-321, 2004.
-
(2004)
Marine Geology
, vol.213
, pp. 291-321
-
-
Sultan, N.1
Cochonat, P.2
Canals, A.3
Cattaneo, A.4
Dennielou, B.5
Haflidason, H.6
Laberg, J.7
Long, D.8
Mienert, J.9
Trincardi, F.10
Urgeles, R.11
Vorren, T.12
Wilson, C.13
-
30
-
-
0036640870
-
Influence of Permeability on Liquefaction-Induced Shear Deformation
-
Yang, Z. and Elgamal, A. W.: Influence of Permeability on Liquefaction-Induced Shear Deformation, Journal of Engineering Mechanics, 128, 720-729, 2002.
-
(2002)
Journal of Engineering Mechanics
, vol.128
, pp. 720-729
-
-
Yang, Z.1
Elgamal, A.W.2
|