The pore pressure generation and deformation of overconsolidated soft marine clay considering initial static shear effect-Reference-Cited by-同舟云学术

The pore pressure generation and deformation of overconsolidated soft marine clay considering initial static shear effect

Published:2021-07-19 Issue: Volume: Page:1-14
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Dai Ming¹,Guo Lin²,Li Mingfeng³,Jin Tian¹

Affiliation:

1. College of Architecture and Civil Engineering, Wenzhou University, Wenzhou, Zhejiang, P. R. China

2. College of Architecture and Civil Engineering, Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation of Zhejiang Province, Wenzhou University, Wenzhou, Zhejiang, P. R. China

3. Wenzhou Ruian Economic Development Zone Development Company, Wenzhou, P. R. China

Funder

the National Natural Science Foundation of China

the Innovative Research Project of Graduate Students of Zhejiang

the Program of Xinmiao Talent of Zhejiang

the Program of Science and Technology of Ruian

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2021.1951406

Reference37 articles.

1. Autorun analysis of hydrologic time series — A comment

2. The Use of Pore-Pressure Coefficients in Practice

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

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

5. Effect of anisotropic consolidation stress paths on the undrained shear behavior of reconstituted Wenzhou clay

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