State-Dependent Strength of Sands from the Perspective of Unified Modeling-Reference-Cited by-同舟云学术

State-Dependent Strength of Sands from the Perspective of Unified Modeling

Published:2004-02 Issue:2 Volume:130 Page:186-198
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Yang J.¹,Li X. S.²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, The Univ. of Hong Kong, Pokfulam Rd., Hong Kong, China; formerly, Technical Univ. of Berlin, Berlin, Germany.

2. Associate Professor, Dept. of Civil Engineering, The Hong Kong Univ. of Science and Technology, Clear Water Bay, Hong Kong, China.

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%282004%29130%3A2%28186%29

Reference29 articles.

1. A state parameter for sands

2. Discussion: A state parameter for sands

3. Discussion: The critical state of sands

4. Bishop A. W. (1971). “Shear strength parameters for undisturbed and remolded soil specimens.” Proc. Roscoe Memorial Symp. Cambridge Mass. 3–58.

5. The strength and dilatancy of sands

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