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
Parents
30
Oriol Arnau, Climent Molins · Tunnelling and Underground Space Technology · 2011 · 146 citations · Full text
1–5 of 30
93
2
h-index
2
h-index
2
h-index
2
h-index
2
h-index
1–5 of 93
49
Tongji University
Shanghai, China
7 h-index
23 publications
1.5K citations
China Railway Group (China)
Beijing, China
2 h-index
2 publications
75 citations

Zhejiang University
Hangzhou, China
2 h-index
7 publications
279 citations
Shanghai Tunnel Engineering (China)
Shanghai, China
2 h-index
5 publications
168 citations

Southwest Jiaotong University
Chengdu, China
2 h-index
8 publications
367 citations
Universitat Politècnica de Catalunya
Barcelona, Spain
2 h-index
4 publications
400 citations
Ruhr University Bochum
Bochum, Germany
1 h-index
6 publications
462 citations
Sichuan Highway Design and Research Institute
Chengdu, China
1 h-index
1 publications
76 citations
1–8 of 49
23 publications · 1.3K citations
21
h-index
2 publications · 47 citations
2
h-index
1 publications · 69 citations
1
h-index
1 publications · 24 citations
1
h-index
1 publications · 33 citations
1
h-index
1–5