Centrifuge Modeling of a Saturated Clay Ground under Cyclic Loading-Reference-Cited by-同舟云学术

Centrifuge Modeling of a Saturated Clay Ground under Cyclic Loading

Published:2018-06 Issue:6 Volume:18 Page:04018041
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Qian Jiangu¹,Wang Qiwei²,Jiang Jianhong³^ORCID,Cai Yuanqiang⁴,Huang Maosong¹

Affiliation:

1. Professor, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Road, Shanghai 200092, China.

2. Graduate Student, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Road, Shanghai 200092, China.

3. Associate Professor, School of Rail Transportation, Soochow Univ., 8 Jixue Road, Suzhou, 215131, China; Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Road, Shanghai 200092, China (corresponding author). ORCID: .

4. Professor, College of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou, 310014, China; Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang Univ., Hangzhou 310058, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001166

Reference32 articles.

1. Centrifuge tests of embankments on strengthened and unstrengthened clay foundations

2. Autorun analysis of hydrologic time series — A comment

3. Aursudkij B. (2007). “A laboratory study of railway ballast behaviour under traffic loading and tamping maintenance.” Ph.D. thesis Univ. of Nottingham U.K.

4. Stress–strain response of soft clay to traffic loading

5. Influence of Grain Gradation on Permanent Strain of Unbound Granular Materials under Low Confining Pressure and High-Cycle Loading

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