Sandy Ground Stability

Sandy Ground Stability is a geotechnical engineering construct that characterizes the resistance of sandy soil formations to collapse or deformation at the excavation face of a tunnel, distinguished by its dependence on granular material behavior, effective stress conditions, and absence of cohesive strength.

151

Publications

9.3K

Citations

515

Authors

224

Institutions

Publications per year

2017–2026

74

Authors

515

  1. ZW
    Zhao Wen

    Northeastern University, China

    3 publications · 104 citations

    3

    h-index

  2. XJ
    Xinbo Ji

    Politecnico di Torino, Italy

    3 publications · 104 citations

    3

    h-index

  3. PN
    Pengpeng Ni

    Sun Yat-sen University, China

    3 publications · 104 citations

    3

    h-index

  4. AR
    Ali Reza Zandieh

    Tarbiat Modares University, Iran

    2 publications · 82 citations

    2

    h-index

  5. TG
    Tomasz Głąb

    University of Agriculture in Krakow, Poland

    2 publications · 551 citations

    2

    h-index

1–5 of 515

Venues

  1. Tunnelling and Underground Space Technology

    9 publications · 503 citations

    9

    h-index

  2. Soil and Tillage Research

    5 publications · 278 citations

    5

    h-index

  3. SOILS AND FOUNDATIONS

    4 publications · 1.1K citations

    4

    h-index

  4. Geotechnical and Geological Engineering

    4 publications · 158 citations

    4

    h-index

  5. Geoderma

    4 publications · 998 citations

    4

    h-index

1–5