-
2
-
-
0003081620
-
Shear strength parameters for undisturbed and remoulded soil specimens
-
RHG Parry Ed, Cambridge University, Cambridge, UK, pp
-
Bishop AW (1971) Shear strength parameters for undisturbed and remoulded soil specimens. Stress-strain behavior of soils. RHG Parry Ed, Cambridge University, Cambridge, UK, pp 3-58
-
(1971)
Stress-strain behavior of soils
, pp. 3-58
-
-
Bishop, A.W.1
-
3
-
-
33847069315
-
Stability of spoil heap
-
Bishop AW (1973) Stability of spoil heap, Q J Eng Geol 6335-376
-
(1973)
Q J Eng Geol
, pp. 6335-6376
-
-
Bishop, A.W.1
-
4
-
-
0002541377
-
Characteristics of cohesionless soils affecting the stability of slopes and earth fills
-
Casagrande A (1936) Characteristics of cohesionless soils affecting the stability of slopes and earth fills. J Boston Soc Civ Eng 23(1):13-32
-
(1936)
J Boston Soc Civ Eng
, vol.23
, Issue.1
, pp. 13-32
-
-
Casagrande, A.1
-
5
-
-
0010778853
-
Liquefaction and cyclic mobility of sands: A critical review
-
Harvard University, Cambridge, MA
-
Casagrande A (1976) Liquefaction and cyclic mobility of sands: a critical review. Harvard soil mechanics series, no. 88. Harvard University, Cambridge, MA
-
(1976)
Harvard soil mechanics series
, vol.88
-
-
Casagrande, A.1
-
6
-
-
0004122958
-
-
Ph.D. thesis. Harvard University, Cambridge, MA
-
Castro G (1969) Liquefaction of sands. Ph.D. thesis. Harvard University, Cambridge, MA
-
(1969)
Liquefaction of sands
-
-
Castro, G.1
-
7
-
-
0017505383
-
Factors affecting liquefaction and cyclic mobility
-
Castro G, Poulos SJ (1977) Factors affecting liquefaction and cyclic mobility. J Geotech Eng Div 103(616)501-516
-
(1977)
J Geotech Eng Div
, vol.103
, Issue.616
, pp. 501-516
-
-
Castro, G.1
Poulos, S.J.2
-
10
-
-
0015360542
-
-
Hardin BO, Drenevich VP (1972b) Shear modulus and damping in soils measurement and parameter effects. J Soil Mech Found Div 98(SM6):603~624 (proceedings paper 8977)
-
Hardin BO, Drenevich VP (1972b) Shear modulus and damping in soils measurement and parameter effects. J Soil Mech Found Div 98(SM6):603~624 (proceedings paper 8977)
-
-
-
-
13
-
-
2942579086
-
Undrained shear strength of granular soils with different particle gradations
-
Kokusho T, Hara T, Hiraoka R (2004) Undrained shear strength of granular soils with different particle gradations. J Geotedi Geoenviron Eng 130(6):621-629
-
(2004)
J Geotedi Geoenviron Eng
, vol.130
, Issue.6
, pp. 621-629
-
-
Kokusho, T.1
Hara, T.2
Hiraoka, R.3
-
15
-
-
0027387414
-
Undrained response of loosely compacted sands during monotonic and cyclic compression tests
-
Konrad JM (1993) Undrained response of loosely compacted sands during monotonic and cyclic compression tests. Geotedinique 43(1)69-89
-
(1993)
Geotedinique
, vol.43
, Issue.1
, pp. 69-89
-
-
Konrad, J.M.1
-
16
-
-
84937749682
-
Initiation of soil liquefaction under static loading conditions
-
Kramer SL, Seed HB (1988) Initiation of soil liquefaction under static loading conditions. J Geotedi Eng 114(4):412-430
-
(1988)
J Geotedi Eng
, vol.114
, Issue.4
, pp. 412-430
-
-
Kramer, S.L.1
Seed, H.B.2
-
17
-
-
0025512206
-
Instability and plastic flow of soils. Experimental observations
-
Lade PV, Pradel D (1990) Instability and plastic flow of soils. Experimental observations. J Eng Mech 116(11):500-2532
-
(1990)
J Eng Mech
, vol.116
, Issue.11
, pp. 500-2532
-
-
Lade, P.V.1
Pradel, D.2
-
19
-
-
0004271184
-
-
Prentice-Hall, Englewood Cliffs, NJ, pp
-
Newmark NM, Rosenblueth E (1971) Fundamentals of earthquake engineering. Prentice-Hall, Englewood Cliffs, NJ, pp 162-163
-
(1971)
Fundamentals of earthquake engineering
, pp. 162-163
-
-
Newmark, N.M.1
Rosenblueth, E.2
-
20
-
-
0019791972
-
The steady state of deformation
-
Poulos SJ (1981) The steady state of deformation. J Geotech Eng Div 107(GT5): 553-562
-
(1981)
J Geotech Eng Div
, vol.107
, Issue.GT5
, pp. 553-562
-
-
Poulos, S.J.1
-
26
-
-
33847040503
-
-
Sassa K (1988) Geotechnical model for the motion of landslides. Special lecture of the 5th international symposium on landslides, landslides', 1. Balkema, Rotterdam, pp 37-55
-
Sassa K (1988) Geotechnical model for the motion of landslides. Special lecture of the 5th international symposium on landslides, landslides', vol 1. Balkema, Rotterdam, pp 37-55
-
-
-
-
27
-
-
0001393405
-
Mechanism of flows in granular soils
-
Melbourne
-
Sassa K (2000) Mechanism of flows in granular soils. Proceedings of the GeoEng2000, Melbourne, vol 1, pp 1671-1702
-
(2000)
Proceedings of the GeoEng2000
, vol.1
, pp. 1671-1702
-
-
Sassa, K.1
-
28
-
-
0037915574
-
Performing undrained shear test on saturated sands in a new intelligent type ring shear apparatus
-
Sassa K, Gonghui W, Fukuoka H (2003) Performing undrained shear test on saturated sands in a new intelligent type ring shear apparatus, Geotech Testing J 26(3):1-9
-
(2003)
Geotech Testing J
, vol.26
, Issue.3
, pp. 1-9
-
-
Sassa, K.1
Gonghui, W.2
Fukuoka, H.3
-
29
-
-
33847059739
-
Simplified procedures for evaluating soil liquefaction potential. J Soil Mech Found Engr Am. Soc. Civ. Engrs. GB
-
Seed HB, Idris IM (1971) Simplified procedures for evaluating soil liquefaction potential. J Soil Mech Found Engr Am. Soc. Civ. Engrs. GB 109:458-482
-
(1971)
, vol.109
, pp. 458-482
-
-
Seed, H.B.1
Idris, I.M.2
-
31
-
-
0022265334
-
The liquefaction of sands, a collapse surface approach
-
Sladen JA, D'Hollander RD, Krahn J (1985) The liquefaction of sands, a collapse surface approach. Can Geotech J 22564-578
-
(1985)
Can Geotech J
, pp. 22564-22578
-
-
Sladen, J.A.1
D'Hollander, R.D.2
Krahn, J.3
-
32
-
-
0022236865
-
Cyclic and monotonic undrained response of saturated sands. Advances in the art of testing soils under cyclic conditions
-
Vaid YP, Chem JC (1985) Cyclic and monotonic undrained response of saturated sands. Advances in the art of testing soils under cyclic conditions. American Society of Civil Engineers Convention, Detroit, Ml, pp 120-147
-
(1985)
American Society of Civil Engineers Convention, Detroit, Ml
, pp. 120-147
-
-
Vaid, Y.P.1
Chem, J.C.2
-
33
-
-
0025417736
-
Particle gradation and liquefaction
-
Vaid YP, Fisher JM, Kuerbis RH, Negussey D (1990) Particle gradation and liquefaction. J Geotech Eng 116(4):698-703
-
(1990)
J Geotech Eng
, vol.116
, Issue.4
, pp. 698-703
-
-
Vaid, Y.P.1
Fisher, J.M.2
Kuerbis, R.H.3
Negussey, D.4
-
34
-
-
0024143882
-
Pore pressure build-up and liquefaction failure of anisotropically consolidated sand due to cyclic straining
-
Fort Collins. American Society of Engineers, New York, pp
-
Vasquez-Herrera A, Dobry R, Ng TT (1988) Pore pressure build-up and liquefaction failure of anisotropically consolidated sand due to cyclic straining. Proceedings of conference on hydraulic fill structures. Fort Collins. American Society of Engineers, New York, pp 346-366
-
(1988)
Proceedings of conference on hydraulic fill structures
, pp. 346-366
-
-
Vasquez-Herrera, A.1
Dobry, R.2
Ng, T.T.3
-
36
-
-
0035467322
-
Factor affecting the rainfall-induced flowslides in laboratory flume tests
-
Wang G, Sassa K (2001) Factor affecting the rainfall-induced flowslides in laboratory flume tests. Geotechnique 51(7)587-599
-
(2001)
Geotechnique
, vol.51
, Issue.7
, pp. 587-599
-
-
Wang, G.1
Sassa, K.2
-
37
-
-
0036025543
-
Post-failure mobility of saturated sands in undrained badcontrolled ring shear tests
-
Wang G, Sassa K (2002) Post-failure mobility of saturated sands in undrained badcontrolled ring shear tests. Can Geotech J 39:821-837
-
(2002)
Can Geotech J
, vol.39
, pp. 821-837
-
-
Wang, G.1
Sassa, K.2
-
38
-
-
0033353286
-
Experiments and modeling of silty sands susceptible to static liquefaction
-
Yamamuro JA, Lade PV (1999) Experiments and modeling of silty sands susceptible to static liquefaction. Mech Cohes-Frict Mater 4(6)545-564
-
(1999)
Mech Cohes-Frict Mater
, vol.4
, Issue.6
, pp. 545-564
-
-
Yamamuro, J.A.1
Lade, P.V.2
-
39
-
-
0033492444
-
Undrained shear strength of dean sands to trigger flow liquefaction
-
Yoshimine M, Robertson PK, Wride CE (1999) Undrained shear strength of dean sands to trigger flow liquefaction. Can Geotedi J 36:891-906
-
(1999)
Can Geotedi
, vol.J 36
, pp. 891-906
-
-
Yoshimine, M.1
Robertson, P.K.2
Wride, C.E.3
|