Cyclic Mobility

Cyclic Mobility is a geotechnical phenomenon characterized by the progressive reduction in shear strength and stiffness of saturated granular soils under repeated or cyclic loading, leading to accumulated plastic deformations without a complete loss of structure, distinguishing it from liquefaction by the absence of flow failure.

91

Publications

11.2K

Citations

263

Authors

125

Institutions

Publications per year

2017–2026

36

Authors

263

  1. AW
    Armin W. Stuedlein

    Oregon State University, United States

    5 publications · 388 citations

    5

    h-index

  2. EP
    Ender Parra

    University of California San Diego, United States

    3 publications · 1.3K citations

    3

    h-index

  3. ZY
    Zhaohui Yang

    University of Alaska Anchorage, United States

    3 publications · 1.3K citations

    3

    h-index

  4. BY
    Bin Ye

    Tongji University, China

    3 publications · 283 citations

    3

    h-index

  5. TW
    Torsten Wichtmann

    Ruhr University Bochum, Germany

    3 publications · 116 citations

    3

    h-index

1–5 of 263

Venues

  1. 14

    h-index

  2. Géotechnique

    8 publications · 704 citations

    8

    h-index

  3. 6

    h-index

  4. Canadian Geotechnical Journal

    6 publications · 425 citations

    6

    h-index

  5. SOILS AND FOUNDATIONS

    6 publications · 694 citations

    6

    h-index

1–5