Circular Slip Surface Analysis

Circular Slip Surface Analysis is a limit equilibrium method that identifies and evaluates potential failure surfaces in slopes by assuming a circular geometry for the slip surface, thereby distinguishing it from other slope stability analyses through its specific geometric constraint and rotational failure mechanism.

31

Publications

1.4K

Citations

73

Authors

39

Institutions

Publications per year

2017–2026

6

Variants

Circular Slip Analysis

Authors

73

  1. TY
    Takuo Yamagami

    Tokushima University, Japan

    2 publications · 87 citations

    2

    h-index

  2. SY
    Shu Yu

    China Institute of Water Resources and Hydropower Research, China

    2 publications · 219 citations

    2

    h-index

  3. MS
    Masahiro Shinoda

    Railway Technical Research Institute, Japan

    2 publications · 72 citations

    2

    h-index

  4. KP
    Kok‐Kwang Phoon

    National University of Singapore, Singapore

    2 publications · 215 citations

    2

    h-index

  5. ZC
    Zuyu Chen

    China Institute of Water Resources and Hydropower Research, China

    2 publications · 219 citations

    2

    h-index

1–5 of 73

Venues

  1. SOILS AND FOUNDATIONS

    2 publications · 153 citations

    2

    h-index

  2. Canadian Geotechnical Journal

    2 publications · 54 citations

    2

    h-index

  3. Landslides

    2 publications · 39 citations

    2

    h-index

  4. Journal of Civil Engineering Research

    1 publications · 48 citations

    1

    h-index

  5. 1

    h-index

1–5