Joint Persistence Effects
Joint Persistence Effects is a structural geomechanics construct that characterizes the influence of the continuous, planar extent of discontinuities within a rock mass on its overall mechanical behavior, permeability, and failure mechanisms, distinguishing it from other joint-related effects by specifically quantifying the role of fracture trace length and connectivity in determining rock mass integrity.
9
Publications
537
Citations
36
Authors
15
Institutions
Publications per year
2017–2026
5
Parents
9
1–5 of 9
36
2
h-index
2
h-index
2
h-index
2
h-index
1
h-index
1–5 of 36
15
Shandong University
Jinan, China
3 h-index
5 publications
185 citations
Nanjing University of Science and Technology
Nanjing, China
2 h-index
6 publications
156 citations
University of Arizona
Tucson, United States
2 h-index
3 publications
393 citations

Hohai University
Nanjing, China
2 h-index
2 publications
47 citations
China University of Mining and Technology
Xuzhou, China
2 h-index
4 publications
344 citations
Swiss Federal Institute of Aquatic Science and Technology
Dübendorf, Switzerland
1 h-index
1 publications
33 citations

Central South University
Changsha, China
1 h-index
1 publications
167 citations
China University of Petroleum, East China
Qingdao, China
1 h-index
5 publications
530 citations
1–8 of 15
2 publications · 47 citations
2
h-index
1 publications · 106 citations
1
h-index
1 publications · 26 citations
1
h-index
1 publications · 167 citations
1
h-index
AMJ · 1 publications · 64 citations
1
h-index
1–5