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A platform for research: civil engineering, architecture and urbanism
Bending Behavior of Segmental Joint Structure of Under-River Shield Tunnel
The bending stiffness of segmental joints is the key factor which affects the mechanical characteristics of shield tunnel. In this paper, full-scale tests and numerical analysis were carried out to study the bending stiffness, joint opening variation and failure characteristics of segmental joint structure for under-river shield tunnel. The results showed the bending stiffness and joint opening behaving non-linear significantly. And the concrete cracking and bolt breaking were detected in the tests.
Bending Behavior of Segmental Joint Structure of Under-River Shield Tunnel
The bending stiffness of segmental joints is the key factor which affects the mechanical characteristics of shield tunnel. In this paper, full-scale tests and numerical analysis were carried out to study the bending stiffness, joint opening variation and failure characteristics of segmental joint structure for under-river shield tunnel. The results showed the bending stiffness and joint opening behaving non-linear significantly. And the concrete cracking and bolt breaking were detected in the tests.
Bending Behavior of Segmental Joint Structure of Under-River Shield Tunnel
Feng, Kun / He, Chuan / Wang, Jun / Qi, Chun / Liu, Si Jin
Advanced Materials Research ; 446-449 ; 2132-2138
2012-01-24
7 pages
Article (Journal)
Electronic Resource
English
Bending Behavior of Segmental Joint Structure of Under-River Shield Tunnel
| Tema Archive | 2012
Bending Behavior of Segmental Joint Structure of Under-River Shield Tunnel
| British Library Conference Proceedings | 2012
| British Library Online Contents | 2018
| British Library Online Contents | 2018