Drained Stability
Drained Stability is a theoretical framework in geotechnical engineering that characterizes the stability of a tunnel face under conditions where pore water pressures have dissipated, distinguishing it from undrained analyses by explicitly accounting for effective stress behavior and long-term soil strength parameters.
12
Publications
600
Citations
34
Authors
19
Institutions
Publications per year
2017–2026
3
Parents
12
Instability of Loose Sand under Drained Conditions
Jian Chu, W K Leong, W. L. Loke et al. · Journal of Geotechnical and Geoenvironmental Engineering · 2012 · 110 citations
Drained Instability in Loose Granular Material
Quanyang Dong, Changjie Xu, Yuanqiang Cai et al. · International Journal of Geomechanics · 2015 · 66 citations
Engineering, Civil Engineering, Geotechnical Engineering +15
Drained Tension Tests on London Clay
A. W. Bishop, Vinod K. Garga · Géotechnique · 1969 · 64 citations
1–5 of 12
34
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2
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2
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1–5 of 34
19
Nanyang Technological University
Singapore, Singapore
2 h-index
4 publications
236 citations

Imperial College London
London, United Kingdom
2 h-index
4 publications
194 citations
Wenzhou University
Wenzhou, China
1 h-index
4 publications
264 citations
Division of Materials Science and Engineering
Canberra, Australia
1 h-index
1 publications
46 citations

Indian Institute of Technology Kanpur
Kanpur, India
1 h-index
2 publications
24 citations
Tony Gee and Partners
Esher, United Kingdom
1 h-index
1 publications
33 citations
Clemson University
Clemson, United States
1 h-index
1 publications
66 citations
Indian Institute of Technology Gandhinagar
Gandhinagar, India
1 h-index
1 publications
12 citations
1–8 of 19
4 publications · 111 citations
4
h-index
IJOG · 2 publications · 112 citations
2
h-index
2 publications · 45 citations
2
h-index
1 publications · 110 citations
1
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PRL · 1 publications · 119 citations
1
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1–5