Influence of Specimen Preparation on the Liquefaction Behaviors of Sand and Its Mesoscopic Explanation-Reference-Cited by-同舟云学术

Influence of Specimen Preparation on the Liquefaction Behaviors of Sand and Its Mesoscopic Explanation

Published:2021-02 Issue:2 Volume:147 Page:04020161
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ni Xueqian¹,Ye Bin²,Zhang Feng³,Feng Xiaoqing⁴

Affiliation:

1. Ph.D. Student, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China; Ph.D. Student, Dept. of Civil Engineering, Nagoya Institute of Technology, Nagoya 466-8555, Japan.

2. Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

3. Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China; Professor, Dept. of Civil Engineering, Nagoya Institute of Technology, Nagoya 466-8555, Japan.

4. Ph.D. Student, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, 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.1943-5606.0002456

Reference52 articles.

1. Undrained Monotonic and Cyclic Strength of Sands

2. Superloading Yield Surface Concept For Highly Structured Soil Behavior

3. Linkage between static and cyclic liquefaction of loose sand with a range of fines contents

4. Beucher S. and C. Lantuéjoul. 1979. “Use of watersheds in contour detection.” In Vol. 2 of Proc. Int. Workshop on Image Processing 391–396. Kassel Germany: BibSonomy.

5. Drained responses of granular soil sheared under inclined principal stress axes: Impact of sample preparation

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