Base Heave Analysis

Base Heave Analysis is a geotechnical assessment method used to evaluate the potential upward displacement of the excavation base due to underlying soil instability or excessive unloading, distinguishing it from other foundation failure analyses by specifically addressing vertical heave caused by loss of lateral confinement and stress redistribution.

11

Publications

428

Citations

37

Authors

18

Institutions

Publications per year

2017–2026

2

Authors

37

  1. SY
    S. Y. Lam

    University of Cambridge, United Kingdom

    1 publications · 39 citations

    1

    h-index

  2. BH
    Bruce Hebblewhite

    UNSW Sydney, Australia

    1 publications · 55 citations

    1

    h-index

  3. HM
    Hossein Masoumi

    Monash University, Australia

    1 publications · 55 citations

    1

    h-index

  4. MM
    Masayuki Miake

    Obayashi (Japan), Japan

    1 publications · 14 citations

    1

    h-index

  5. VD
    Vietdoan Dao

    China University of Mining and Technology, China

    1 publications · 31 citations

    1

    h-index

1–5 of 37

Venues

  1. 2

    h-index

  2. SOILS AND FOUNDATIONS

    1 publications · 14 citations

    1

    h-index

  3. Computers and Geotechnics

    1 publications · 35 citations

    1

    h-index

  4. 1

    h-index

  5. 1

    h-index

1–5