Three-Dimensional Slope Stability is a limit equilibrium analysis method that evaluates the stability of slopes in three spatial dimensions by accounting for lateral shear forces and end effects, thereby distinguishing it from two-dimensional approaches that assume uniform conditions along the slope's length.
229
Publications
12.2K
Citations
509
Authors
223
Institutions
Publications per year
2017–2026
94
Variants
3D Slope Stability
Parents
Publications
229
1–5 of 229
Authors
509
- XY
10
h-index
- JX
7
h-index
- RL
7
h-index
- FZ
7
h-index
- YG
6
h-index
1–5 of 509
Institutions
223
Central South University
Changsha, China
19 h-index
45 publications
1.6K citations
Hohai University
Nanjing, China
11 h-index
26 publications
974 citations
Hong Kong Polytechnic University
Hong Kong, Hong Kong
7 h-index
14 publications
1.2K citations
Chongqing University
Chongqing, China
7 h-index
21 publications
1.3K citations
China Institute of Water Resources and Hydropower Research
Beijing, China
7 h-index
14 publications
620 citations
Kyushu University
Fukuoka, Japan
7 h-index
15 publications
793 citations
University of Michigan
Ann Arbor, United States
6 h-index
9 publications
659 citations
China University of Geosciences
Wuhan, China
5 h-index
10 publications
218 citations
1–8 of 223
Venues
- Computers and Geotechnics
22 publications · 1.3K citations
21
h-index
- Engineering Geology
20 publications · 1.2K citations
19
h-index
- Canadian Geotechnical Journal
18 publications · 1.6K citations
16
h-index
- International Journal of Geomechanics
IJOG · 14 publications · 520 citations
14
h-index
- Journal of Geotechnical and Geoenvironmental Engineering
11 publications · 943 citations
11
h-index
1–5