-
1
-
-
0003053654
-
Large deformation of slurry-like soil
-
In: Asaoka A, Adachi T, Oka (eds), Balkema
-
Bo MW, Arulrajah A, Choa V (1997) Large deformation of slurry-like soil. In: Asaoka A, Adachi T, Oka (eds) Deformation and progressive failure in geomechanics, Balkema, pp 437-442.
-
(1997)
Deformation and progressive failure in geomechanics
, pp. 437-442
-
-
Bo, M.W.1
Arulrajah, A.2
Choa, V.3
-
2
-
-
0002930157
-
One-dimensional compression of slurry with radial drainage
-
9-17 Nov. Japanese Geotechnical Society
-
Bo MW, Arulrajah A, Choa V, Na YM (1999) One-dimensional compression of slurry with radial drainage. In: Soil and foundation, vol 39, 9-17 Nov. Japanese Geotechnical Society, pp 9-17.
-
(1999)
Soil and foundation
, vol.39
, pp. 9-17
-
-
Bo, M.W.1
Arulrajah, A.2
Choa, V.3
Na, Y.M.4
-
4
-
-
0025645141
-
On the compressibility and shear strength of natural clays
-
Burland JB (1990) On the compressibility and shear strength of natural clays. Geotechnique 40(3): 329-378.
-
(1990)
Geotechnique
, vol.40
, Issue.3
, pp. 329-378
-
-
Burland, J.B.1
-
7
-
-
0021439749
-
Prediction of consolidation of very soft soil
-
Cargill K (1984) Prediction of consolidation of very soft soil. J Geotech Eng (ASCE) 110(6): 775-795.
-
(1984)
J Geotech Eng (ASCE)
, vol.110
, Issue.6
, pp. 775-795
-
-
Cargill, K.1
-
8
-
-
84922734501
-
-
Geotechnical Engineering, Software Activity Department of Civil Engineering, University of Colorado, Boulder
-
Cargill KW, Schiffman RL (1980) FSCONS-I, Version-I, Level-A, One dimensional finite strain consolidation, dimensionless void ratio for a thick, normally consolidated homogeneous layer. Geotechnical Engineering, Software Activity Department of Civil Engineering, University of Colorado, Boulder.
-
(1980)
FSCONS-I, Version-I, Level-A, One dimensional finite strain consolidation, dimensionless void ratio for a thick, normally consolidated homogeneous layer
-
-
Cargill, K.W.1
Schiffman, R.L.2
-
9
-
-
0021443721
-
Correlations between index tests and the properties of remoulded clays
-
Carrier WD III, Beckman JF (1984) Correlations between index tests and the properties of remoulded clays. Geotechnique 34(2): 211-228.
-
(1984)
Geotechnique
, vol.34
, Issue.2
, pp. 211-228
-
-
Carrier III, W.D.1
Beckman, J.F.2
-
11
-
-
85025062032
-
The theory of one-dimensional consolidation of saturated clays, I. Finite non-linear consolidation of thin homogeneous layers
-
Gibson RE, England GL, Hussey MJL (1967) The theory of one-dimensional consolidation of saturated clays, I. Finite non-linear consolidation of thin homogeneous layers. Geotechnique 17: 261-273.
-
(1967)
Geotechnique
, vol.17
, pp. 261-273
-
-
Gibson, R.E.1
England, G.L.2
Hussey, M.J.L.3
-
12
-
-
0019390079
-
The theory of one-dimensional consolidation of saturated clays, II. Finite non-linear consolidation of thick homogeneous layers
-
Gibson RE, Schiffman RL, Cargill KW (1981) The theory of one-dimensional consolidation of saturated clays, II. Finite non-linear consolidation of thick homogeneous layers. Can Geotech J 18: 280-293.
-
(1981)
Can Geotech J
, vol.18
, pp. 280-293
-
-
Gibson, R.E.1
Schiffman, R.L.2
Cargill, K.W.3
-
13
-
-
0019728815
-
The consolidation of a soil stratum, including self-weight effects and large strains
-
Lee K, Sills GC (1981) The consolidation of a soil stratum, including self-weight effects and large strains. Int J Numer Anal Methods Geomech 5: 405-428.
-
(1981)
Int J Numer Anal Methods Geomech
, vol.5
, pp. 405-428
-
-
Lee, K.1
Sills, G.C.2
-
14
-
-
0007909443
-
Time effects in the consolidation of clays
-
ASTM, Special Technical Publication
-
Leonards GA, Ramiah BK (1960) Time effects in the consolidation of clays. In: Symposium of time rates of loading in soil testing, ASTM, Special Technical Publication, vol 254, pp 116-130.
-
(1960)
Symposium of time rates of loading in soil testing
, vol.254
, pp. 116-130
-
-
Leonards, G.A.1
Ramiah, B.K.2
-
15
-
-
0001416149
-
Mechanism controlling the compressibility of clay
-
Olson RE, Mesri G (1970) Mechanism controlling the compressibility of clay. J Soil Mech Found Div ASCE 96(SM6): 1863-1878.
-
(1970)
J Soil Mech Found Div ASCE
, vol.96
, Issue.SM6
, pp. 1863-1878
-
-
Olson, R.E.1
Mesri, G.2
-
16
-
-
26444462211
-
Shear strength and consolidation characteristics of calcium and magnesium illite
-
Olson RE, Mitronovas F (1962) Shear strength and consolidation characteristics of calcium and magnesium illite. Clays Clay Miner 11: 185-209.
-
(1962)
Clays Clay Miner
, vol.11
, pp. 185-209
-
-
Olson, R.E.1
Mitronovas, F.2
-
18
-
-
0008878253
-
Finite and infinitesimal strain consolidation
-
Schiffman RL (1980) Finite and infinitesimal strain consolidation. J Geotech Eng Div ASCE 106: 203-207.
-
(1980)
J Geotech Eng Div ASCE
, vol.106
, pp. 203-207
-
-
Schiffman, R.L.1
-
20
-
-
0024143575
-
Determination of consolidation properties for very soft clay
-
Tan SA, Tan TS, Ting LC, Yong KY, Karunaratne GP, Lee SL (1988) Determination of consolidation properties for very soft clay. Geotech Test J ASTM 11(4): 233-240.
-
(1988)
Geotech Test J ASTM
, vol.11
, Issue.4
, pp. 233-240
-
-
Tan, S.A.1
Tan, T.S.2
Ting, L.C.3
Yong, K.Y.4
Karunaratne, G.P.5
Lee, S.L.6
-
23
-
-
2842556526
-
Finite strain consolidation test condition, technical note
-
Znidarcic D, Schiffman RL (1981) Finite strain consolidation test condition, technical note. J Geotech Eng Div ASCE 107(GTS): 684-688.
-
(1981)
J Geotech Eng Div ASCE
, vol.107
, Issue.GTS
, pp. 684-688
-
-
Znidarcic, D.1
Schiffman, R.L.2
|