-
1
-
-
33646690073
-
ps, in expensive soils
-
Haifa, Israel. Jerusalem Academic Press
-
ps, in expensive soils. In Proceedings of the 3rd International Conference on Expansive Soils, Haifa, Israel. Jerusalem Academic Press. Vol. 2, pp. 101-104.
-
(1973)
Proceedings of the 3rd International Conference on Expansive Soils
, vol.2
, pp. 101-104
-
-
Aitchison, G.D.1
Peter, P.2
Martin, R.3
-
2
-
-
0025620943
-
A constitutive model for partially saturated soils
-
Alonso, E.E., Gens, A., and Josa, A. 1990. A constitutive model for partially saturated soils. Geotechnique, 40: 405-430.
-
(1990)
Geotechnique
, vol.40
, pp. 405-430
-
-
Alonso, E.E.1
Gens, A.2
Josa, A.3
-
3
-
-
34249656134
-
-
ASTM. 1997. Standard classification of soils for engineering purposes (Unified Soil Classification System) (D2487-93). 1993 annual book of ASTM standards. 04.08. Sect. 4. American Society for Testing and Materials, Philadelphia, Penn. pp. 217-227.
-
ASTM. 1997. Standard classification of soils for engineering purposes (Unified Soil Classification System) (D2487-93). 1993 annual book of ASTM standards. Vol. 04.08. Sect. 4. American Society for Testing and Materials, Philadelphia, Penn. pp. 217-227.
-
-
-
-
4
-
-
0002436030
-
Volume change characteristics of unsaturated clay
-
Barden, L., Madedor, A.D., and Sides, G.R. 1969. Volume change characteristics of unsaturated clay. Journal of Soil Mechanics and Foundations Division, ASCE, 95: 33-51.
-
(1969)
Journal of Soil Mechanics and Foundations Division, ASCE
, vol.95
, pp. 33-51
-
-
Barden, L.1
Madedor, A.D.2
Sides, G.R.3
-
5
-
-
0345643551
-
General theory of three-dimensional consolidation
-
Biot, M.A. 1941. General theory of three-dimensional consolidation. Journal of Applied Physics, 12: 155-164.
-
(1941)
Journal of Applied Physics
, vol.12
, pp. 155-164
-
-
Biot, M.A.1
-
6
-
-
0000212475
-
The principle of effective stress. Lecture delivered in Oslo, Norway, 1955
-
Bishop, A.W. 1959. The principle of effective stress. Lecture delivered in Oslo, Norway, 1955. Teknisk Ubeblad, 106(39): 859-863.
-
(1959)
Teknisk Ubeblad
, vol.106
, Issue.39
, pp. 859-863
-
-
Bishop, A.W.1
-
7
-
-
34547583143
-
Some aspects of effective stress in saturated and partly saturated soils
-
Bishop, AW., and Blight, G.E. 1963. Some aspects of effective stress in saturated and partly saturated soils. G6otechnique, 13: 177-197.
-
(1963)
G6otechnique
, vol.13
, pp. 177-197
-
-
Bishop, A.W.1
Blight, G.E.2
-
9
-
-
85018829143
-
Stress/strain relation for partly saturated soils
-
Coleman, J.D. 1962. Stress/strain relation for partly saturated soils. G6otechnique, 12: 348-350.
-
(1962)
G6otechnique
, vol.12
, pp. 348-350
-
-
Coleman, J.D.1
-
10
-
-
0017494670
-
Stress state variables for unsaturated soils
-
Fredlund, D.G., and Morgenstern, N.R. 1976. Stress state variables for unsaturated soils. Journal of the Geotechnical Engineering Division, ASCE, 103(GT5): 447-466.
-
(1976)
Journal of the Geotechnical Engineering Division, ASCE
, vol.103
, Issue.GT5
, pp. 447-466
-
-
Fredlund, D.G.1
Morgenstern, N.R.2
-
12
-
-
0001028289
-
-
John Wiley and Sons, Inc, New York. pp
-
Head, K.H. 1986. Manual of soil laboratory testing. Vol. 3. John Wiley and Sons, Inc., New York. pp. 942-945.
-
(1986)
Manual of soil laboratory testing
, vol.3
, pp. 942-945
-
-
Head, K.H.1
-
13
-
-
0003859497
-
-
Ph.D. dissertation. US Department of the Interior, Bureau of Reclamation, Design and Construction Division, Denver, Colorado. Tech. Memo. No. 654
-
Hilf, JW. 1956. An investigation of pore-water pressure in compacted cohesive soils. Ph.D. dissertation. US Department of the Interior, Bureau of Reclamation, Design and Construction Division, Denver, Colorado. Tech. Memo. No. 654.
-
(1956)
An investigation of pore-water pressure in compacted cohesive soils
-
-
Hilf, J.W.1
-
14
-
-
0004208692
-
-
Ph.D. thesis, Department of Civil Engineering, the University of Saskatchewan, Saskatoon, Sask
-
Ho, D.Y.F. 1988. The relationship between the volumetric deformation moduli of unsaturated soils. Ph.D. thesis, Department of Civil Engineering, the University of Saskatchewan, Saskatoon, Sask.
-
(1988)
The relationship between the volumetric deformation moduli of unsaturated soils
-
-
Ho, D.Y.F.1
-
15
-
-
0026453232
-
Volume change indices during loading and unloading of an unsaturated soil
-
Ho, D.Y.F., Fredlund, D.G., and Rahardjo, H. 1992. Volume change indices during loading and unloading of an unsaturated soil. Canadian Geotechnical Journal, 29: 195-217.
-
(1992)
Canadian Geotechnical Journal
, vol.29
, pp. 195-217
-
-
Ho, D.Y.F.1
Fredlund, D.G.2
Rahardjo, H.3
-
16
-
-
0022201916
-
State surfaces for partially saturated soils
-
San Francisco, 12-16 August, Balkema, Rotterdam, the Netherlands. pp
-
Lloret, A., and Alonso, E.E. 1985. State surfaces for partially saturated soils. In Proceedings of the 11th International Conference on Soil Mechanics and Foundations Engineering, San Francisco, 12-16 August, Balkema, Rotterdam, the Netherlands. pp. 557-562.
-
(1985)
Proceedings of the 11th International Conference on Soil Mechanics and Foundations Engineering
, pp. 557-562
-
-
Lloret, A.1
Alonso, E.E.2
-
17
-
-
0014379767
-
Volume change characteristics of partially saturated soils
-
Matyas, E.L., and Radhakrishna, H.S. 1968. Volume change characteristics of partially saturated soils. Géotechnique, 18: 432-448.
-
(1968)
Géotechnique
, vol.18
, pp. 432-448
-
-
Matyas, E.L.1
Radhakrishna, H.S.2
-
18
-
-
0036027020
-
Mini suction probe for matric suction measurements
-
Meilani, I., Rahardjo, H., Leong, E.C., and Fredlund, D.G. 2002. Mini suction probe for matric suction measurements. Canadian Geotechnical Journal, 39: 1427-1432.
-
(2002)
Canadian Geotechnical Journal
, vol.39
, pp. 1427-1432
-
-
Meilani, I.1
Rahardjo, H.2
Leong, E.C.3
Fredlund, D.G.4
-
19
-
-
0034253136
-
Experimental behavior and modeling of an unsaturated compacted soil
-
Rampino, C., Macuso, C., and Vinale, F. 2000. Experimental behavior and modeling of an unsaturated compacted soil. Canadian Geotechnical Journal, 37: 748-763.
-
(2000)
Canadian Geotechnical Journal
, vol.37
, pp. 748-763
-
-
Rampino, C.1
Macuso, C.2
Vinale, F.3
-
20
-
-
34249717158
-
A triaxial constitutive model for unsaturated soils
-
Edited by Laurent Vulliet, Lyesse Laloui, and Bernard Schrefler. EPFL Press, Lausanne, Switzerland. pp
-
Robles, J., and Elorza, F.J. 2002. A triaxial constitutive model for unsaturated soils. In Environmental geomechanics. Edited by Laurent Vulliet, Lyesse Laloui, and Bernard Schrefler. EPFL Press, Lausanne, Switzerland. pp. 207-213.
-
(2002)
Environmental geomechanics
, pp. 207-213
-
-
Robles, J.1
Elorza, F.J.2
-
21
-
-
0036025547
-
A possible clasto-plastic framework for unsaturated soils with high-plasticity
-
Tang, GX, and Graham, J. 2002. A possible clasto-plastic framework for unsaturated soils with high-plasticity. Canadian Geotechnical Journal, 39: 894-907.
-
(2002)
Canadian Geotechnical Journal
, vol.39
, pp. 894-907
-
-
Tang, G.X.1
Graham, J.2
-
22
-
-
0003045671
-
The shearing resistance of saturated soils and angle between the planes of shear
-
Harvard University Press, Cambridge, Mass
-
Tezaghi, K. 1936. The shearing resistance of saturated soils and angle between the planes of shear. In Proceedings of the Ist International Conference on Soil Mechanics and Foundation Engineering. Harvard University Press, Cambridge, Mass. Vol. 1, pp. 54-56.
-
(1936)
Proceedings of the Ist International Conference on Soil Mechanics and Foundation Engineering
, vol.1
, pp. 54-56
-
-
Tezaghi, K.1
-
23
-
-
0025920572
-
An alternative framework for unsaturated soil behavior
-
Wheeler, S.J. 1991. An alternative framework for unsaturated soil behavior. Géotechnique, 41: 257-261.
-
(1991)
Géotechnique
, vol.41
, pp. 257-261
-
-
Wheeler, S.J.1
-
24
-
-
0028974913
-
An elasto-plastic critical state framework for unsaturated soil
-
Wheeler, S.J., and Sivakumar, V. 1995. An elasto-plastic critical state framework for unsaturated soil. G6otechnique, 45: 35-53.
-
(1995)
G6otechnique
, vol.45
, pp. 35-53
-
-
Wheeler, S.J.1
Sivakumar, V.2
|