Basal Heave Stability

Basal Heave Stability is a geotechnical performance criterion that assesses the resistance of a deep excavation's base against upward displacement caused by underlying soil's undrained shear strength mobilization under applied surcharges or unloading conditions.

19

Publications

933

Citations

40

Authors

28

Institutions

Publications per year

2017–2026

9

Authors

40

  1. AT
    Anthony T.C. Goh

    Nanyang Technological University, Singapore

    8 publications · 477 citations

    8

    h-index

  2. WZ
    Wengang Zhang

    Chongqing University, China

    4 publications · 288 citations

    4

    h-index

  3. RZ
    Runhong Zhang

    Chongqing University, China

    3 publications · 175 citations

    3

    h-index

  4. HL
    Hanlong Liu

    Chongqing University, China

    2 publications · 55 citations

    2

    h-index

  5. YL
    Yongqin Li

    Chongqing University, China

    2 publications · 55 citations

    2

    h-index

1–5 of 40

Venues

  1. Computers and Geotechnics

    4 publications · 213 citations

    4

    h-index

  2. 3

    h-index

  3. Underground Space

    2 publications · 155 citations

    2

    h-index

  4. Engineering Geology

    2 publications · 130 citations

    2

    h-index

  5. 1

    h-index

1–5