Post-cyclic undrained behavior of marine soft clay subjected to partially drained cyclic loading-Reference-Cited by-同舟云学术

Post-cyclic undrained behavior of marine soft clay subjected to partially drained cyclic loading

Published:2023-07-27 Issue: Volume: Page:1-14
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Tong Junhao¹²^ORCID,Wang Qiang¹²,Zhang Weikang¹²,Guo Lin³,Ni Dingyu⁴⁵,Zhai Junli¹²,Yuan Dongyang¹²,Wang Haozheng¹²

Affiliation:

1. Bridge and Tunnel Research Institute, Zhejiang Scientific Research Institute of Transport, Hangzhou, PR China

2. Zhejiang Provincial Engineering Research Center for Intelligent Operation and Maintenance Technology of Highway Bridge and Tunnel, Hangzhou, PR China

3. College of Civil Engineering and Architecture, The Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation of Zhejiang Province, Wenzhou University, Wenzhou, PR China

4. College of Civil Engineering, Zhejiang University of Technology, Hangzhou, PR China

5. College of Civil Engineering and Architecture, Wenzhou Polytechnic, Wenzhou, PR China

Funder

Major R&D project of Zhejiang Provincial Department of Transportation

Independent Scientific Research Project of Zhejiang Scientific Research Institute of Transport

the Science and Technology Project of Wenzhou Science & Technology Bureau

Zhejiang NAVEC Scientific & Research Project

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2023.2236609

Reference41 articles.

1. Austin, G. 1979. The Behaviour of Keuper Marl under Undrained Creep and Repeated Loading. PhD thesis, University of Nottingham.

2. One-Way Cyclic Triaxial Behavior of Saturated Clay: Comparison between Constant and Variable Confining Pressure

3. Permanent deformation characteristics of saturated sand under cyclic loading

4. Elastoplastic Model for the Long-Term Behavior Modeling of Unbound Granular Materials in Flexible Pavements

5. Behavior of Amorphous Peaty Soil under Long-Term Cyclic Loading

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