PLASTICITY MODELING OF THE EFFECT OF SAMPLE PREPARATION METHOD ON SAND RESPONSE-Reference-Cited by-同舟云学术

PLASTICITY MODELING OF THE EFFECT OF SAMPLE PREPARATION METHOD ON SAND RESPONSE

Published:2005 Issue:2 Volume:45 Page:109-123
ISSN:1341-7452
Container-title:SOILS AND FOUNDATIONS
language:en
Short-container-title:SOILS AND FOUNDATIONS

Author:

PAPADIMITRIOU ACHILLEAS G.¹,DAFALIAS YANNIS F.¹,YOSHIMINE MITSUTOSHI²

Affiliation:

1. University of California at Davis (USA) & National Technical University of Athens

2. Tokyo Metropolitan University

Publisher

The Japanese Geotechnical Society

Link

https://www.jstage.jst.go.jp/article/sandf1995/45/2/45_109/_pdf

Reference37 articles.

1. 1) Alarcon, A. and Leonards, G. A. (1988) : Liquefaction evaluation procedure : discussion, J. Geotech. Engrg., ASCE, 114 (2), 232-236.

2. 2) Been, K. and Jefferies, M. G. (1985) : A state parameter for sands, Géotechnique, 35 (2), 99-112.

3. 3) Been, K., Jefferies, M. G. and Hachey, J. (1991) : The critical state of sands, Géotechnique, 41 (3), 365-381.

4. 4) Casagrande, A. (1936) : Characteristics of cohesionless soils affecting the stability of slopes and earth fills, J. Boston Society of Civil Engineers, 23 (1), 13-32.

5. 5) Castro, G. and Poulos, S. J. (1977) : Factors affecting liquefaction and cyclic mobility, J. Geotech. Engrg. Div., ASCE, 103 (6), 501-516.

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