Post-Peak Strength is a rock mechanics concept that denotes the residual strength exhibited by a rock mass after reaching its peak failure strength, distinguishing it from pre-peak behavior by characterizing the material's load-bearing capacity during strain softening and post-peak deformation.
147
Publications
5.8K
Citations
454
Authors
177
Institutions
Publications per year
2017–2026
71
Parents
Publications
147
Tensile Strength of Fiber-Reinforced Soil
Chao‐Sheng Tang, Deyin Wang, Yu-Jun Cui et al. · Journal of Materials in Civil Engineering · 2016 · 246 citations
Effect of inclusion properties on the behaviour of sand
A Mcgown, K Z Andrawes, M. M. Al-Hasani · Géotechnique · 1978 · 160 citations
1–5 of 147
Authors
454
- MC
5
h-index
- JN
3
h-index
- AK
3
h-index
- JH
3
h-index
- WF
3
h-index
1–5 of 454
Institutions
177
China University of Mining and Technology
Xuzhou, China
7 h-index
31 publications
1.1K citations
Northeastern University
Shenyang, China
7 h-index
24 publications
960 citations
Laurentian University
Sudbury, Canada
6 h-index
8 publications
480 citations
Shandong University of Science and Technology
Qingdao, China
4 h-index
19 publications
627 citations
The University of Texas at Austin
Austin, United States
3 h-index
4 publications
105 citations
Hohai University
Nanjing, China
3 h-index
11 publications
279 citations
Politecnico di Milano
Milan, Italy
3 h-index
6 publications
173 citations
University of Hong Kong
Pok Fu Lam, Hong Kong
3 h-index
8 publications
348 citations
1–8 of 177
Venues
- Canadian Geotechnical Journal
8 publications · 567 citations
8
h-index
- International Journal of Rock Mechanics and Mining Sciences
6 publications · 258 citations
6
h-index
- Rock Mechanics and Rock Engineering
5 publications · 225 citations
5
h-index
- Geosynthetics International
4 publications · 194 citations
4
h-index
- Advances in Civil Engineering
3 publications · 48 citations
3
h-index
1–5