Lining Buckling Analysis

Lining Buckling Analysis is a structural stability assessment method used in tunnel engineering to evaluate the susceptibility of a tunnel lining to catastrophic geometric instability under compressive stresses, distinguishing it from other lining performance analyses by its focus on eigenvalue-based or nonlinear buckling modes induced by ground or hydrostatic pressure.

30

Publications

1.6K

Citations

93

Authors

49

Institutions

Publications per year

2017–2026

15

Authors

93

  1. WL
    Wei Liu

    Tongji University, China

    2 publications · 68 citations

    2

    h-index

  2. OA
    Oriol Arnau

    Universitat Politècnica de Catalunya, Spain

    2 publications · 200 citations

    2

    h-index

  3. ZZ
    Zixin Zhang

    Tongji University, China

    2 publications · 68 citations

    2

    h-index

  4. HH
    Hongwei Huang

    Tongji University, China

    2 publications · 253 citations

    2

    h-index

  5. CM
    Climent Molins

    Universitat Politècnica de Catalunya, Spain

    2 publications · 200 citations

    2

    h-index

1–5 of 93

Venues

  1. Tunnelling and Underground Space Technology

    23 publications · 1.3K citations

    21

    h-index

  2. Soil Dynamics and Earthquake Engineering

    2 publications · 47 citations

    2

    h-index

  3. Engineering Structures

    1 publications · 69 citations

    1

    h-index

  4. Journal of Energy Engineering

    1 publications · 24 citations

    1

    h-index

  5. Engineering Geology

    1 publications · 33 citations

    1

    h-index

1–5