Undrained Dynamic Response

Undrained Dynamic Response is a geomechanical behavior characterized by the time-dependent stress-strain response of saturated soil under dynamic loading conditions where pore water pressure changes occur without significant drainage, distinguishing it from drained responses by the absence of volumetric strain relaxation during loading.

54

Publications

3.3K

Citations

138

Authors

83

Institutions

Publications per year

2017–2026

15

Authors

138

  1. MR
    Mark Randolph

    The University of Western Australia, Australia

    3 publications · 288 citations

    3

    h-index

  2. AB
    Antonio Bobet

    Purdue University West Lafayette, United States

    2 publications · 153 citations

    2

    h-index

  3. VN
    V. N. Georgiannou

    National Technical University of Athens, Greece

    2 publications · 75 citations

    2

    h-index

  4. FT
    Fumio Tatsuoka

    The University of Tokyo, Japan

    2 publications · 56 citations

    2

    h-index

  5. XL
    Xiang-Song Li

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

    2 publications · 186 citations

    2

    h-index

1–5 of 138

Venues

  1. SOILS AND FOUNDATIONS

    5 publications · 274 citations

    5

    h-index

  2. Soil Dynamics and Earthquake Engineering

    5 publications · 134 citations

    5

    h-index

  3. Géotechnique

    5 publications · 874 citations

    5

    h-index

  4. Computers and Geotechnics

    5 publications · 217 citations

    4

    h-index

  5. 3

    h-index

1–5