Drained Deformation Behavior of Anisotropic Sands during Cyclic Rotation of Principal Stress Axes-Reference-Cited by-同舟云学术

Drained Deformation Behavior of Anisotropic Sands during Cyclic Rotation of Principal Stress Axes

Published:2010-11 Issue:11 Volume:136 Page:1509-1518
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Tong Zhao-Xia¹²³⁴,Zhang Jian-Min¹²³⁴,Yu Yi-Lin¹²³⁴,Zhang Ga¹²³⁴

Affiliation:

1. Assistant Professor, School of Transportation Science and Engineering, Beihang Univ., Beijing 100191, People’s Republic of China; formerly, Graduate Student, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, People’s Republic of China (corresponding author).

2. Professor, Institute of Geotechnical Engineering, School of Civil Engineering, Tsinghua Univ., Beijing 100084, People’s Republic of China; and State Key Laboratory of Hydroscience and Engineering, School of Civil Engineering, Tsinghua Univ., Beijing 100084, People’s Republic of China.

3. Graduate Student, State Key Laboratory of Hydroscience and Engineering, School of Civil Engineering, Tsinghua Univ., Beijing 100084, People’s Republic of China.

4. Associate Professor, State Key Laboratory of Hydroscience and Engineering, School of Civil Engineering, Tsinghua Univ., Beijing 100084, People’s Republic of 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%29GT.1943-5606.0000378

Reference27 articles.

1. Dense sand weakened by continuous principal stress direction rotation

2. Geotechnical problems involved in foundations of structures in the North Sea

3. Broms B. B. and Casbarian A. O. (1965). “Effects of rotation of the principal stress axes and of the intermediate stress on shear strength.” Proc. 6th Int. Conf. Soil Mechanics Vol. 1 Pergamon Press Oxford U.K. 179–183.

4. Flow Theory for Sand During Rotation of Principal Stress Direction

5. The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils

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