Physically Based Slope Stability Modeling is a computational approach to landslide hazard assessment that quantifies slope stability by simulating the physical mechanics of soil and rock masses under gravitational and hydrological forces, distinguishing itself from empirical or statistical methods through its reliance on first-principles equations governing stress, strain, and pore pressure conditions within the slope material.
633
Publications
34.6K
Citations
1.9K
Authors
698
Institutions
Publications per year
2017–2026
316
Parents
Publications
633
1–5 of 633
Authors
1.9K
- HZ
12
h-index
- TN
9
h-index
- YY
8
h-index
- RV
8
h-index
- LM
7
h-index
1–5 of 1.9K
Institutions
698
Institute of Rock and Soil Mechanics
Wuhan, China
21 h-index
65 publications
3.4K citations
Hohai University
Nanjing, China
19 h-index
66 publications
2.6K citations
Chinese Academy of Sciences
Beijing, China
17 h-index
68 publications
3.6K citations
China University of Geosciences
Wuhan, China
16 h-index
59 publications
2.5K citations
University of Chinese Academy of Sciences
Beijing, China
16 h-index
47 publications
1.9K citations
Chongqing University
Chongqing, China
13 h-index
33 publications
2K citations
Institute of Mountain Hazards and Environment
Chengdu, China
13 h-index
47 publications
1.5K citations
Chengdu University of Technology
Chengdu, China
13 h-index
43 publications
2.9K citations
1–8 of 698
Venues
- Engineering Geology
67 publications · 4.8K citations
44
h-index
- Landslides
57 publications · 2.6K citations
33
h-index
- Computers and Geotechnics
36 publications · 2.6K citations
27
h-index
- Bulletin of Engineering Geology and the Environment
37 publications · 1.5K citations
23
h-index
- Environmental Earth Sciences
23 publications · 851 citations
17
h-index
1–5