Noncircular Slip Surface Analysis

Noncircular Slip Surface Analysis is a limit equilibrium method for assessing slope stability that employs a noncircular, arbitrarily shaped failure surface to more accurately model complex geological discontinuities and heterogeneous soil or rock mass conditions compared to traditional circular assumptions.

35

Publications

4.2K

Citations

81

Authors

35

Institutions

Publications per year

2017–2026

9

Authors

81

  1. TY
    Takuo Yamagami

    Tokushima University, Japan

    4 publications · 174 citations

    4

    h-index

  2. MK
    Mehrdad Kholghifard

    University of Technology Malaysia, Malaysia

    2 publications · 91 citations

    2

    h-index

  3. MS
    Masahiro Shinoda

    Railway Technical Research Institute, Japan

    2 publications · 72 citations

    2

    h-index

  4. AT
    Anthony T.C. Goh

    Nanyang Technological University, Singapore

    2 publications · 139 citations

    2

    h-index

  5. NA
    Nazri Ali

    University of Technology Malaysia, Malaysia

    2 publications · 91 citations

    2

    h-index

1–5 of 81

Venues

  1. Canadian Geotechnical Journal

    5 publications · 240 citations

    5

    h-index

  2. International Journal of Geomechanics

    IJOG · 3 publications · 51 citations

    3

    h-index

  3. SOILS AND FOUNDATIONS

    3 publications · 229 citations

    3

    h-index

  4. Engineering Geology

    2 publications · 74 citations

    2

    h-index

  5. 2

    h-index

1–5