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

Authors

28

  1. NW
    Naixin Wang

    Beijing University of Technology, China

    1 publications · 76 citations

    1

    h-index

  2. PS
    Ping Sun

    North China Electric Power University, China

    1 publications · 76 citations

    1

    h-index

  3. BL
    Bo Liu

    China University of Mining and Technology, China

    1 publications · 32 citations

    1

    h-index

  4. PB
    Philippe Bourdeau

    Purdue University West Lafayette, United States

    1 publications · 34 citations

    1

    h-index

  5. SK
    S. Kamal

    1 publications · 48 citations

    1

    h-index

1–5 of 28

Venues

  1. Computers and Geotechnics

    1 publications · 32 citations

    1

    h-index

  2. Engineering Geology

    1 publications · 76 citations

    1

    h-index

  3. Journal of Engineering Mechanics

    1 publications · 36 citations

    1

    h-index

  4. Journal of Civil Engineering Research

    1 publications · 48 citations

    1

    h-index

  5. Journal of Geotechnical Engineering

    1 publications · 34 citations

    1

    h-index

1–5