Overturning Stability

Overturning Stability is a performance criterion in geotechnical engineering that belongs to the class of stability assessments for shallow foundations subjected to lateral loads, distinguished by its focus on the resistance of a foundation against rotational failure about its toe due to eccentric or lateral loading.

32

Publications

924

Citations

97

Authors

51

Institutions

Publications per year

2017–2026

11

Authors

97

  1. JK
    J.S.H. Kwan

    Hong Kong University of Science and Technology, Hong Kong SAR China

    2 publications · 51 citations

    2

    h-index

  2. NL
    Nelson Lam

    The University of Melbourne, Australia

    2 publications · 51 citations

    2

    h-index

  3. AN
    Anthony N. Kounadis

    National Technical University of Athens, Greece

    2 publications · 65 citations

    2

    h-index

  4. CL
    Carlos Lam

    University of Manchester, United Kingdom

    2 publications · 51 citations

    2

    h-index

  5. AC
    Arnold C.Y. Yong

    The University of Melbourne, Australia

    2 publications · 51 citations

    2

    h-index

1–5 of 97

Venues

  1. Biosystems Engineering

    2 publications · 73 citations

    2

    h-index

  2. Journal of Engineering Mechanics

    2 publications · 38 citations

    2

    h-index

  3. Earthquake Engineering & Structural Dynamics

    2 publications · 76 citations

    2

    h-index

  4. 1

    h-index

  5. Computing in Civil and Building Engineering (2014)

    Conference · 1 publications · 19 citations

    1

    h-index

1–5