The critical state and steady state of sand: A literature review

Author:

Kang Xin1,Xia Zhao1,Chen Renpeng1,Ge Louis2ORCID,Liu Xiaoming1

Affiliation:

1. College of Civil Engineering, Hunan University, Changsha, China;

2. Department of Civil Engineering, National Taiwan University, Taipei, Taiwan

Funder

the National Key Research and Development Program of China

National Natural Science Foundation of China

the Provincial Key Research and Development Program of Human

Development Program of Zhongjian Tunnel Construction Co., Ltd.

Research Program of Construction Engineering of Shenzhen

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Reference92 articles.

1. Discussion of “Liquefaction Evaluation Procedure” by Steve J. Poulos, Gonzalo Castro, and John W. France (June, 1985, Vol. 111, No. 6)

2. Undrained Monotonic and Cyclic Strength of Sands

3. Anderson, C. D., and T. L. Eldridge. 2011. Critical State Liquefaction Assessment of an Upstream Constructed Tailings Sand Dam. 14th International Conference, tailings and mine waste. pp. 101–112.

4. Atkinson, J. H., and P. L. Bransby. 1978. The Mechanics of Soils, an Introduction to Critical State Soil Mechanics. London: McGraw Hill Book Company (UK), 103–116.

5. The Influence of Particle Breakage on the Location of the Critical State Line of Sands

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