Soft Clay Behavior is a geotechnical engineering construct that characterizes the time-dependent, low-strength, and high-compressibility response of saturated clayey soils under load, distinguished by its emphasis on creep, consolidation, and undrained shear mechanisms in weak, water-saturated fine-grained deposits.
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Publications
1.1K
On the compressibility and shear strength of natural clays
J. B. Burland · Géotechnique · 1990 · 1.7K citations
The Ultimate Bearing Capacity of Foudations
G. G. Meyerhof · Géotechnique · 1951 · 987 citations
An anisotropic elastoplastic model for soft clays
Simon J. Wheeler, A. Näätänen, Minna Karstunen et al. · Canadian Geotechnical Journal · 2003 · 455 citations
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Tongji University
Shanghai, China
35 h-index
146 publications
7.4K citations
Zhejiang University
Hangzhou, China
34 h-index
129 publications
7.2K citations
The University of Western Australia
Perth, Australia
25 h-index
101 publications
4.1K citations
Wenzhou University
Wenzhou, China
24 h-index
68 publications
4.3K citations
Shanghai Jiao Tong University
Shanghai, China
23 h-index
81 publications
5.2K citations
Asian Institute of Technology
Pathum Thani, Thailand
22 h-index
61 publications
5.1K citations
Southeast University
Nanjing, China
22 h-index
69 publications
3.4K citations
Hohai University
Nanjing, China
20 h-index
59 publications
2.2K citations
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- Canadian Geotechnical Journal
89 publications · 5.5K citations
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- Géotechnique
75 publications · 6.4K citations
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- Geotextiles and Geomembranes
33 publications · 3K citations
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- Computers and Geotechnics
46 publications · 2.2K citations
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- Journal of Geotechnical and Geoenvironmental Engineering
36 publications · 2.7K citations
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