Three-dimensional Consolidation
Three-Dimensional Consolidation is a theoretical framework in geomechanics that describes the time-dependent reduction in volume of a saturated porous medium due to the dissipation of excess pore water pressure under applied stress in three orthogonal directions, distinguishing it from simpler one-dimensional models by accounting for spatial variability and anisotropy in stress and flow conditions.
55
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12.8K
Citations
107
Authors
51
Institutions
Publications per year
2017–2026
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55
General Theory of Three-Dimensional Consolidation
Maurice A. Biot · Journal of Applied Physics · 1941 · 9.6K citations · Full text
Engineering, Civil Engineering, Geotechnical Engineering +13
On the response of a poro-elastic bed to water waves
Tokuo Yamamoto, H. L. Koning, Hans Sellmeijer et al. · Journal of Fluid Mechanics · 1978 · 662 citations
1–5 of 55
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University at Buffalo, State University of New York, United States
2 publications · 45 citations
2
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2
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1–5 of 107
51
Tongji University
Shanghai, China
6 h-index
14 publications
304 citations
Massachusetts Institute of Technology
Cambridge, United States
3 h-index
5 publications
1.3K citations
University of Kansas
Lawrence, United States
2 h-index
2 publications
56 citations
Oregon State University
Corvallis, United States
2 h-index
3 publications
1.4K citations
Stanford University
Stanford, United States
2 h-index
2 publications
52 citations

University of Dundee
Dundee, United Kingdom
2 h-index
4 publications
110 citations
University at Buffalo, State University of New York
Buffalo, United States
2 h-index
4 publications
90 citations
National Cheng Kung University
Tainan City, Taiwan
2 h-index
2 publications
66 citations
1–8 of 51
3 publications · 88 citations
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3 publications · 68 citations
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3 publications · 76 citations
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3 publications · 102 citations
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2 publications · 56 citations
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