Circular Slip Failure
Circular Slip Failure is a slope failure mechanism characterized by a curved, typically cylindrical, rupture surface along which soil or rock mass rotates outward and downward due to shear strength exceedance, distinguished from other failure modes by its geometrically circular slip surface in two-dimensional cross-section.
7
Publications
3K
Citations
28
Authors
15
Institutions
Publications per year
2017–2026
2
Variants
Circular SlipRotational SlipRotational Slip Failure
Parents
7
The use of the Slip Circle in the Stability Analysis of Slopes
A. W. Bishop · Géotechnique · 1955 · 2.7K citations
Engineering, Civil Engineering, Geotechnical Engineering +11
1–5 of 7
28
1
h-index
1
h-index
1
h-index
1
h-index
1 publications · 48 citations
1
h-index
1–5 of 28
15
National University of Singapore
Singapore, Singapore
1 h-index
3 publications
108 citations
Texas A&M University
College Station, United States
1 h-index
3 publications
102 citations
Xi'an University of Technology
Xi'an, China
1 h-index
2 publications
152 citations
State Key Laboratory for Geomechanics and Deep Underground Engineering
Xuzhou, China
1 h-index
1 publications
32 citations
Purdue University West Lafayette
West Lafayette, United States
1 h-index
2 publications
68 citations
China Institute of Water Resources and Hydropower Research
Beijing, China
1 h-index
4 publications
304 citations

National Taipei University
Taipei, Taiwan
1 h-index
3 publications
108 citations

Washington State University
Pullman, United States
1 h-index
1 publications
34 citations
1–8 of 15
1 publications · 32 citations
1
h-index
1 publications · 76 citations
1
h-index
1 publications · 36 citations
1
h-index
1 publications · 48 citations
1
h-index
1 publications · 34 citations
1
h-index
1–5