-
1
-
-
0015565862
-
Saturating laboratory samples by back pressure
-
Black DK, Lee KL (1973). Saturating laboratory samples by back pressure. J. SMFE. Div., ASCE. 99(1): 75-93.
-
(1973)
J. SMFE. Div., ASCE
, vol.99
, Issue.1
, pp. 75-93
-
-
Black, D.K.1
Lee, K.L.2
-
2
-
-
77953346953
-
Influence of water on the compression behavior of decomposed granite soil
-
Ham TG, Nakata Y, Orense R, Hyodo M (2010). Influence of water on the compression behavior of decomposed granite soil. J. Geotech. Geoenviron. Eng., 136(5): 679-705.
-
(2010)
J. Geotech. Geoenviron. Eng
, vol.136
, Issue.5
, pp. 679-705
-
-
Ham, T.G.1
Nakata, Y.2
Orense, R.3
Hyodo, M.4
-
3
-
-
75949128456
-
Behavior of a compacted completely decomposed granite soil from suction controlled direct shear tests
-
Hossain A, Yin JH (2010a). Behavior of a compacted completely decomposed granite soil from suction controlled direct shear tests. J. Geotech. Geoenviron. Eng., 136(1): 189-198.
-
(2010)
J. Geotech. Geoenviron. Eng
, vol.136
, Issue.1
, pp. 189-198
-
-
Hossain, A.1
Yin, J.H.2
-
4
-
-
77958089652
-
Shear strength and dilative characteristics of an unsaturated compacted completely decomposed granite soil
-
Hossain A, Yin JH (2010b). Shear strength and dilative characteristics of an unsaturated compacted completely decomposed granite soil. Can. Geotech. J., 47(10): 1112-1126.
-
(2010)
Can. Geotech. J
, vol.47
, Issue.10
, pp. 1112-1126
-
-
Hossain, A.1
Yin, J.H.2
-
6
-
-
76749104149
-
Influences of principal stress direction and intermediate principal stress on the stress-strain-strength behaviour of completely decomposed granite
-
Kumruzzaman M, Yin JH (2010). Influences of principal stress direction and intermediate principal stress on the stress-strain-strength behaviour of completely decomposed granite. Can. Geotec J., 47(2): 164-179.
-
(2010)
Can Geotec J
, vol.47
, Issue.2
, pp. 164-179
-
-
Kumruzzaman, M.1
Yin, J.H.2
-
7
-
-
70849126401
-
Geotechnical hybrid simulation for one-dimensional consolidation analysis
-
Kwon Y, Kazama M, Uzuoka R (2007). Geotechnical hybrid simulation for one-dimensional consolidation analysis. Soils and Foundations. 47(6): 1133-1140.
-
(2007)
Soils and Foundations
, vol.47
, Issue.6
, pp. 1133-1140
-
-
Kwon, Y.1
Kazama, M.2
Uzuoka, R.3
-
8
-
-
0017982782
-
Prediction of undrained behaviour of sand
-
Lade PV (1978). Prediction of undrained behaviour of sand. J. Geotech. Engine. Division, ASCE., 104(GT6): 721-735.
-
(1978)
J. Geotech. Engine. Division, ASCE
, vol.104
, Issue.GT6
, pp. 721-735
-
-
Lade, P.V.1
-
9
-
-
33947640464
-
Modeling failure in cross-anisotropic frictional materials
-
Lade PV (2007). Modeling failure in cross-anisotropic frictional materials. Int. J. Solids Structures. 44(16): 5146-5162.
-
(2007)
Int. J. Solids Structures
, vol.44
, Issue.16
, pp. 5146-5162
-
-
Lade, P.V.1
-
10
-
-
80355130101
-
Cubical triaxial tests on cohesionless soils
-
Lade PV, Duncan JM (1977). Cubical triaxial tests on cohesionless soils. J. SMEF. Div., ASCE. 99(SM10): 755-812.
-
(1977)
J. SMEF. Div., ASCE
, vol.99
, Issue.SM10
, pp. 755-812
-
-
Lade, P.V.1
Duncan, J.M.2
-
11
-
-
0343677544
-
Strain increment and stress directions in torsion shear tests
-
Lade PV, Hong WP (1989). Strain increment and stress directions in torsion shear tests. J. Geotech. Engine. ASCE., 115(10):1388-1401.
-
(1989)
J. Geotech. Engine. ASCE
, vol.115
, Issue.10
, pp. 1388-1401
-
-
Lade, P.V.1
Hong, W.P.2
-
13
-
-
0037277884
-
Engineering and geological characteristics of granite weathering profiles in south China
-
Lan HX, Hu RL, Yue ZQ, Lee CF, Wang SJ (2003). Engineering and geological characteristics of granite weathering profiles in south China. J. Asian Earth Sci., 21(4): 353-364.
-
(2003)
J. Asian Earth Sci
, vol.21
, Issue.4
, pp. 353-364
-
-
Lan, H.X.1
Hu, R.L.2
Yue, Z.Q.3
Lee, C.F.4
Wang, S.J.5
-
15
-
-
0002553299
-
Particle-crushing of a decomposed granite soil under shear stresses
-
Miura N, Ohara S (1979). Particle-crushing of a decomposed granite soil under shear stresses. Soils and Foundations, 19(3): 1-14.
-
(1979)
Soils and Foundations
, vol.19
, Issue.3
, pp. 1-14
-
-
Miura, N.1
Ohara, S.2
-
16
-
-
0942302109
-
Influence of stress ratio and stress path on behavior of loose decomposed granite
-
Ng CW, Fung T, Cheuk C, Zhang L (2004). Influence of stress ratio and stress path on behavior of loose decomposed granite. J. Geotech. Geoenviron. Engine., 130(1): 36-44.
-
(2004)
J. Geotech. Geoenviron. Engine
, vol.130
, Issue.1
, pp. 36-44
-
-
Ng, C.W.1
Fung, T.2
Cheuk, C.3
Zhang, L.4
-
17
-
-
78349311078
-
Numerical and experimental studies of pressure-controlled cavity expansion in completely decomposed granite soils of Hong Kong
-
Wang SY, Chan DH, Lam KC, Au SKA (2010). Numerical and experimental studies of pressure-controlled cavity expansion in completely decomposed granite soils of Hong Kong. Comput. Geotechnics, 37(7-8): 977-990.
-
(2010)
Comput Geotechnics
, vol.37
, Issue.7-8
, pp. 977-990
-
-
Wang, S.Y.1
Chan, D.H.2
Lam, K.C.3
Au, S.K.A.4
-
18
-
-
70350406462
-
Influence of relative compaction on the hydraulic conductivity of completely decomposed granite in
-
Yin JH (2009). Influence of relative compaction on the hydraulic conductivity of completely decomposed granite in Hong Kong. Can. Geotech. J., 46(10): 1229-1235.
-
(2009)
Hong Kong. Can. Geotech. J
, vol.46
, Issue.10
, pp. 1229-1235
-
-
Yin, J.H.1
|