Shallow Foundation Stability

Shallow Foundation Stability is a geotechnical engineering concept that refers to the capacity of a near-surface foundation structure to resist failure, excessive settlement, and lateral movement under applied loads, distinguished from deep foundation stability by its reliance on soil resistance primarily above or near the foundation depth.

59

Publications

2.9K

Citations

162

Authors

77

Institutions

Publications per year

2017–2026

22

Authors

162

  1. YT
    Yinghui Tian

    The University of Melbourne, Australia

    2 publications · 58 citations

    2

    h-index

  2. MH
    Mohammad Hassan Baziar

    Iran University of Science and Technology, Iran

    2 publications · 64 citations

    2

    h-index

  3. MT
    Mengxi Tan

    University of Ottawa, Canada

    2 publications · 27 citations

    2

    h-index

  4. AS
    Aleksandar Sedmak Vesić

    Duke University, United States

    2 publications · 1.2K citations

    2

    h-index

  5. SK
    Sai K. Vanapalli

    University of Ottawa, Canada

    2 publications · 27 citations

    2

    h-index

1–5 of 162

Venues

  1. Computers and Geotechnics

    8 publications · 287 citations

    8

    h-index

  2. Soil Dynamics and Earthquake Engineering

    6 publications · 261 citations

    6

    h-index

  3. Bulletin of Earthquake Engineering

    4 publications · 120 citations

    4

    h-index

  4. SOILS AND FOUNDATIONS

    4 publications · 186 citations

    4

    h-index

  5. Acta Geotechnica

    3 publications · 58 citations

    3

    h-index

1–5