-
1
-
-
0022177965
-
Some aspect of the behaviour of soils in simple shear
-
Banerjee, P. K. and Butterfield R. (eds.), Elsevier
-
Airey, D. W., Budhu, M. and Wood, D. M. (1985): "Some aspect of the behaviour of soils in simple shear," Developments in Soil Mechanics and Foundation Engineering - 2, Stress-strain Model-ing of Soils, Banerjee, P. K. and Butterfield R. (eds.), Elsevier, pp. 185-213.
-
(1985)
Developments in Soil Mechanics and Foundation Engineering - 2, Stress-strain Model-ing of Soils
, pp. 185-213
-
-
Airey, D.W.1
Budhu, M.2
Wood, D.M.3
-
2
-
-
0027870393
-
Evaluation of shear strength and dilatancy behavior of reinforced soil from direct shear tests
-
Geosynthetic Soil Reinforcement Testing Procedures
-
Bauer, G. E. and Zhao, Y. (1993): "Evaluation of shear strength and dilatancy behavior of reinforced soil from direct shear tests," Geosynthetic Soil Reinforcement Testing Procedures, ASTM STP 1190, pp. 138-151.
-
(1993)
ASTM STP
, vol.1190
, pp. 138-151
-
-
Bauer, G.E.1
Zhao, Y.2
-
3
-
-
0020718849
-
Mechanics of fiber reinforcement in sand
-
ASCE
-
Gray, D. H. and Ohashi, H. (1983): "Mechanics of fiber reinforcement in sand," J. of Geotech. Engrg., ASCE, Vol. 109, No. 3, pp. 335-353.
-
(1983)
J. of Geotech. Engrg.
, vol.109
, Issue.3
, pp. 335-353
-
-
Gray, D.H.1
Ohashi, H.2
-
5
-
-
0023306774
-
Direct shear tests on reinforced sand
-
Jewell, R. A. and Wroth, C. P. (1987): "Direct shear tests on reinforced sand," Géotechnique, Vol. 37, No. 1, pp. 53-68.
-
(1987)
Géotechnique
, vol.37
, Issue.1
, pp. 53-68
-
-
Jewell, R.A.1
Wroth, C.P.2
-
6
-
-
0024772897
-
Scale effects in direct shear tests on sand
-
Rio de Janeiro
-
Palmeira, E. M. and Milligan, G. W. E. (1987): "Scale effects in direct shear tests on sand," Proc. 12th Int. Conf. on SMFE , Rio de Janeiro, Vol. 1, pp. 739-742.
-
(1987)
Proc. 12th Int. Conf. on SMFE
, vol.1
, pp. 739-742
-
-
Palmeira, E.M.1
Milligan, G.W.E.2
-
7
-
-
0024622706
-
Large scale direct shear tests on reinforced soil
-
Palmeira, E. M. and Milligan, G. W. E. (1989): "Large scale direct shear tests on reinforced soil," Soils and Foundations, Vol. 29, No. 1, pp. 18-30.
-
(1989)
Soils and Foundations
, vol.29
, Issue.1
, pp. 18-30
-
-
Palmeira, E.M.1
Milligan, G.W.E.2
-
8
-
-
0003161485
-
Plane strain compression behaviour of geogrid-reinforced sand and its numerical analysis
-
Peng, F. L., Kotake, N., Tatsuoka, F., Hirakawa, D. and Tanaka, T. (2000): "Plane strain compression behaviour of geogrid-reinforced sand and its numerical analysis," Soils and Foundations, Vol. 40, No. 3, pp. 35-74.
-
(2000)
Soils and Foundations
, vol.40
, Issue.3
, pp. 35-74
-
-
Peng, F.L.1
Kotake, N.2
Tatsuoka, F.3
Hirakawa, D.4
Tanaka, T.5
-
9
-
-
0020466083
-
Experimental observations of shear band patterns in direct shear tests
-
Vermeer, P. A. and Luger, H. J. (eds.), Delft
-
Scarpelli, G. and Wood, D. M. (1982): "Experimental observations of shear band patterns in direct shear tests," IU TAM Symp. on Deformation and Failure of Granular Materials, Vermeer, P. A. and Luger, H. J. (eds.), Delft, pp. 473-484.
-
(1982)
IU TAM Symp. on Deformation and Failure of Granular Materials
, pp. 473-484
-
-
Scarpelli, G.1
Wood, D.M.2
-
10
-
-
0024717870
-
Deformation characteristics of reinforced sand in direct shear
-
ASCE
-
Shewbridge, S. E. and Sitar, N. (1989): "Deformation characteristics of reinforced sand in direct shear," J. of Geotech. Engrg., ASCE, Vol. 115, No. 8, pp. 1134-1147.
-
(1989)
J. of Geotech. Engrg.
, vol.115
, Issue.8
, pp. 1134-1147
-
-
Shewbridge, S.E.1
Sitar, N.2
-
11
-
-
0031234402
-
Interpretation of direct shear box testing of sands as quasi-simple shear
-
Shibuya, S., Mitachi, T. and Tamate, S. (1997): "Interpretation of direct shear box testing of sands as quasi-simple shear," Géotechnique, Vol. 47, No. 4, pp. 769-790.
-
(1997)
Géotechnique
, vol.47
, Issue.4
, pp. 769-790
-
-
Shibuya, S.1
Mitachi, T.2
Tamate, S.3
-
12
-
-
0003108980
-
Preloaded and prestressed reinforced soil
-
Tatsuoka, F., Uchimura, T. and Tateyama, M. (1997): "Preloaded and prestressed reinforced soil," Soils and Foundations, Vol. 37, No. 3, pp. 79-94.
-
(1997)
Soils and Foundations
, vol.37
, Issue.3
, pp. 79-94
-
-
Tatsuoka, F.1
Uchimura, T.2
Tateyama, M.3
-
13
-
-
0032308693
-
Behavior of the first prototype and full-scale models of PLPS geosynthetic-reinforced soil structure
-
Boston, Annual Convention, ASCE: Geosynthetics in Foundation Reinforcement and Erosion Control Systems, ASCE, Boston
-
Uchimura, T., Tatsuoka, F., Tateyama, M. and Koga, T. (1998): "Behavior of the first prototype and full-scale models of PLPS geosynthetic-reinforced soil structure," Boston, Annual Convention, ASCE: Geosynthetics in Foundation Reinforcement and Erosion Control Systems, Proc. of Geo-Congress '98, ASCE, Boston, pp. 34-48.
-
(1998)
Proc. of Geo-Congress '98
, pp. 34-48
-
-
Uchimura, T.1
Tatsuoka, F.2
Tateyama, M.3
Koga, T.4
-
14
-
-
0000670534
-
Deformation property of shear band in sand subjected to plane strain compression and its relation to particle characteristics
-
Hamburg
-
Yoshida, T. and Tatsuoka, F. (1997): "Deformation property of shear band in sand subjected to plane strain compression and its relation to particle characteristics," Proc. 14th Int. Conf. on SMFE, Hamburg, Vol. 1, pp. 237-240.
-
(1997)
Proc. 14th Int. Conf. on SMFE
, vol.1
, pp. 237-240
-
-
Yoshida, T.1
Tatsuoka, F.2
|