Foundation Under Lateral Loading

Foundation Under Lateral Loading is a structural engineering construct that characterizes the behavior and performance of bridge foundation systems subjected to horizontal forces, distinguished by its focus on the interaction between soil resistance and foundation elements under transverse loading conditions.

236

Publications

12.7K

Citations

568

Authors

272

Institutions

Publications per year

2017–2026

97

Authors

568

  1. MR
    Mark Randolph

    The University of Western Australia, Australia

    7 publications · 870 citations

    7

    h-index

  2. KG
    Kenneth Gavin

    University College Dublin, Ireland

    6 publications · 547 citations

    6

    h-index

  3. XW
    Xuefei Wang

    Case Western Reserve University, United States

    6 publications · 193 citations

    6

    h-index

  4. LC
    Lymon C. Reese

    The University of Texas at Austin, United States

    5 publications · 2K citations

    5

    h-index

  5. GT
    G. T. Houlsby

    University of Oxford, United Kingdom

    5 publications · 558 citations

    5

    h-index

1–5 of 568

Venues

  1. 22

    h-index

  2. Ocean Engineering

    16 publications · 602 citations

    14

    h-index

  3. Canadian Geotechnical Journal

    13 publications · 544 citations

    12

    h-index

  4. Soil Dynamics and Earthquake Engineering

    11 publications · 342 citations

    11

    h-index

  5. Géotechnique

    11 publications · 1.4K citations

    11

    h-index

1–5