Stress Path Effects
Stress Path Effects is the phenomenon in rock mechanics whereby the mechanical response and stability of an underground opening are influenced by the sequence and magnitude of applied stress changes during excavation, distinct from mere stress state conditions.
180
Publications
11.8K
Citations
538
Authors
231
Institutions
Publications per year
2017–2026
69
180
On the compressibility and shear strength of natural clays
J. B. Burland · Géotechnique · 1990 · 1.7K citations
K. Been, M. G. Jefferies, Joseph E. Hachey · Géotechnique · 1991 · 562 citations
Ashwin Sridharan, AS Rao, P. V. Sivapullaiah · Geotechnical Testing Journal · 1986 · 224 citations
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China University of Mining and Technology
Xuzhou, China
8 h-index
20 publications
374 citations
Institute of Rock and Soil Mechanics
Wuhan, China
8 h-index
20 publications
691 citations

Centre National de la Recherche Scientifique
Paris, France
5 h-index
12 publications
753 citations

Chongqing University
Chongqing, China
5 h-index
20 publications
979 citations
University of Arizona
Tucson, United States
5 h-index
6 publications
322 citations
Dalian University of Technology
Dalian, China
4 h-index
10 publications
426 citations
École Polytechnique Fédérale de Lausanne
Lausanne, Switzerland
4 h-index
7 publications
374 citations

Central South University
Changsha, China
4 h-index
18 publications
1.1K citations
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21 publications · 2.3K citations
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14 publications · 2.7K citations
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IJOG · 12 publications · 565 citations
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6 publications · 212 citations
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6 publications · 366 citations
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