Experimental study on strength characteristics and microscopic mechanism of marine soft clays
Author:
Affiliation:
1. College of Civil Engineering and Architecture, Quzhou University, Zhejiang, P. R. China;
2. Department of Civil Engineering, Shanghai University, Shanghai, P. R. China
Funder
the Public Welfare Technology Research Projects of Zhejiang Province, National Natural Science Foundation of China
the China Scholarship Council
the Public Welfare Technology Research Projects of Zhejiang Province
National Natural Science Foundation of China
Publisher
Informa UK Limited
Subject
Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography
Link
https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2019.1604917
Reference33 articles.
1. Compacted soil behaviour: initial state, structure and constitutive modelling
2. A constitutive model for structured clays
3. On the compressibility and shear strength of natural clays
4. A laboratory study of the strength of four stiff clays
5. Consolidation and Permeability Properties of Singapore Marine Clay
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