Passive Earth Pressure with Critical State Concept-Reference-Cited by-同舟云学术

Passive Earth Pressure with Critical State Concept

Published:2002-08 Issue:8 Volume:128 Page:651-659
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Fang Yung-Show¹,Ho Ying-Chieh²,Chen Tsang-Jiang³

Affiliation:

1. Professor and Chairman, Dept. of Civil Engineering, National Chiao Tung Univ., Hsinchu, Taiwan 30010, R.O.C. (corresponding author).

2. Graduate Student, Dept. of Civil Engineering, National Chiao Tung Univ., Hsinchu, Taiwan 30010, R.O.C.

3. Ph.D. Candidate, Dept. of Civil Engineering, National Chiao Tung Univ., Hsinchu, Taiwan 30010, R.O.C.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282002%29128%3A8%28651%29

Reference29 articles.

1. Brinch-Hansen J. (1953). Earth pressure calculation Danish Technical Press Copenhagen Denmark.

2. Caquot A. and Kerisel J. (1948) Tables for the calculation of passive pressure active pressure and bearing capacity of foundations Gauthier-Villars Paris.

3. Casagrande A. (1936). “Characteristics of cohesionless soils affecting the stability of slopes and earth fills.” J. Boston Civ. Eng. January reprint in Contributions to Soil Mechanics 1925–1940 ASCE 257–276.

4. Das B. M. (1990). Principles of foundation engineering 2nd Ed. PWS-Kent Boston.

5. Discussion of “Earth Pressures with Sloping Backfill” by Yung‐Show Fang, Jiung‐Ming Chen, and Cheng‐Yu Chen

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