Confining Pressure Effects
Confining Pressure Effects is a theoretical construct in rock mechanics that characterizes the influence of externally applied hydrostatic stress on the brittle failure behavior, strength envelope, and deformational mode of rock materials under triaxial loading conditions.
2K
Publications
111.8K
Citations
5.3K
Authors
1.2K
Institutions
Publications per year
2017–2026
790
2K
Elasticity of high-porosity sandstones; theory for two North Sea data sets
Jack Dvorkin, Amos Nur · Geophysics · 1996 · 799 citations
Engineering, Earth Sciences, Geology +16
1–5 of 2K
5.3K
18
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13
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Laboratoire de Géologie de l’École Normale Supérieure, France
13 publications · 1.1K citations
13
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12
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12
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1–5 of 5.3K
1.2K
China University of Mining and Technology
Xuzhou, China
45 h-index
492 publications
19.5K citations

Centre National de la Recherche Scientifique
Paris, France
34 h-index
164 publications
9.1K citations

Chongqing University
Chongqing, China
28 h-index
151 publications
8.4K citations

Central South University
Changsha, China
26 h-index
143 publications
8.9K citations
Institute of Rock and Soil Mechanics
Wuhan, China
24 h-index
125 publications
3.9K citations

Hohai University
Nanjing, China
23 h-index
106 publications
3.1K citations
Massachusetts Institute of Technology
Cambridge, United States
22 h-index
50 publications
6.3K citations
Shandong University of Science and Technology
Qingdao, China
21 h-index
117 publications
3.3K citations
1–8 of 1.2K
JGR · 126 publications · 20K citations
71
h-index
62 publications · 3.6K citations
35
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58 publications · 2.7K citations
31
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38 publications · 2K citations
29
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42 publications · 2.5K citations
29
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