Seepage Effects

Seepage Effects is a geotechnical phenomenon characterized by the influence of groundwater flow through porous or fractured media on the stability of a tunnel face, distinguished from other stability factors by its specific role in altering effective stress and pore pressure conditions at the excavation boundary.

103

Publications

4.3K

Citations

366

Authors

126

Institutions

Publications per year

2017–2026

45

Authors

366

  1. XC
    Xuansheng Cheng

    Lanzhou University of Technology, China

    3 publications · 67 citations

    3

    h-index

  2. YC
    Yee‐Meng Chiew

    Nanyang Technological University, Singapore

    3 publications · 127 citations

    3

    h-index

  3. YJ
    Yonggang Jia

    Ocean University of China, China

    2 publications · 65 citations

    2

    h-index

  4. YL
    Yan Lü

    Nanjing Hydraulic Research Institute, China

    2 publications · 109 citations

    2

    h-index

  5. MA
    M. A. Koenders

    Kingston University, United Kingdom

    2 publications · 44 citations

    2

    h-index

1–5 of 366

Venues

  1. Tunnelling and Underground Space Technology

    9 publications · 756 citations

    8

    h-index

  2. Computers and Geotechnics

    4 publications · 199 citations

    4

    h-index

  3. Canadian Geotechnical Journal

    3 publications · 267 citations

    3

    h-index

  4. Journal of Hydraulic Engineering

    3 publications · 72 citations

    3

    h-index

  5. Ocean Engineering

    3 publications · 90 citations

    3

    h-index

1–5