Two-dimensional Slope Stability

Two-Dimensional Slope Stability is a methodological framework within limit equilibrium analysis that evaluates the stability of earth slopes by analyzing force and moment equilibrium along a potential failure surface assumed to extend infinitely in the out-of-plane direction, thereby simplifying the problem to two spatial dimensions.

46

Publications

3.4K

Citations

116

Authors

63

Institutions

Publications per year

2017–2026

14

Variants

2D Slope Stability

Authors

116

  1. YC
    Yung‐Ming Cheng

    Chaoyang University of Technology, Taiwan

    5 publications · 915 citations

    5

    h-index

  2. XY
    Xiaoli Yang

    Central South University, China

    4 publications · 117 citations

    4

    h-index

  3. DG
    D. G. Fredlund

    Golder Associates (Canada), Canada

    3 publications · 277 citations

    3

    h-index

  4. WW
    Wencheng Wei

    Hong Kong Polytechnic University, Hong Kong SAR China

    3 publications · 883 citations

    3

    h-index

  5. RS
    Rajesh Singh

    Indian Institute of Technology Bombay, India

    2 publications · 169 citations

    2

    h-index

1–5 of 116

Venues

  1. Canadian Geotechnical Journal

    5 publications · 543 citations

    5

    h-index

  2. Computers and Geotechnics

    5 publications · 1.2K citations

    5

    h-index

  3. International Journal of Geomechanics

    IJOG · 4 publications · 154 citations

    4

    h-index

  4. Engineering Geology

    3 publications · 242 citations

    3

    h-index

  5. 2

    h-index

1–5