Heave Effects

Heave Effects is a geotechnical phenomenon in deep foundation engineering referring to the upward ground displacement or soil movement that occurs adjacent to or beneath a drilled shaft during excavation or concrete placement, distinguished from other deformation types by its direct association with stress relief, pore pressure changes, or upward seepage forces in cohesive or saturated soils.

24

Publications

993

Citations

62

Authors

29

Institutions

Publications per year

2017–2026

3

Authors

62

  1. BR
    B. R. Phanikumar

    Vellore Institute of Technology University, India

    3 publications · 144 citations

    3

    h-index

  2. AP
    Alexey Pavlov

    Norwegian University of Science and Technology, Norway

    3 publications · 55 citations

    3

    h-index

  3. LP
    Les Perrin

    United States Army Corps of Engineers, United States

    2 publications · 188 citations

    2

    h-index

  4. AR
    AJ Rao

    Jawaharlal Nehru Technological University, Kakinada, India

    2 publications · 129 citations

    2

    h-index

  5. PB
    Prakash B. V. S. Kota

    Texas Department of Transportation, United States

    2 publications · 188 citations

    2

    h-index

1–5 of 62

Venues

  1. 3

    h-index

  2. 2

    h-index

  3. 2

    h-index

  4. AIP Advances

    1 publications · 10 citations

    1

    h-index

  5. 1

    h-index

1–5