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Estimation of pipeline responses induced by shield tunnelling considering gap formation and soil yielding

The extensive tests confirm gap formation and soil yielding at the pipe-soil interface during shield tunnelling. By incorporating the tension-free Winkler foundation model and the theory of pull-out and compressive bearing capacity of pipeline, the criteria for gap formation and soil yielding are in...

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Hovedforfatter: LIN Cungang 1, 2, 3, 4, 5, 6, WANG Zhongjie 1, 2, 3, 4, 5, ZHAO Chenyang 1, 2, 3, 4, 5, CHEN Yu 1, 2, 3, 4, 5, , , LIANG Yu 1, 2, 3, 4, 5, HUANG Linchong 1, 2, 3, 4, 5, DING Zhi 6
Format: Artigo
Sprog:Inglês
Udgivet: Editorial Office of Chinese Journal of Geotechnical Engineering 2024-10-01
Serier:Yantu gongcheng xuebao
Fag:
shield tunnelling
pipe-soil interaction
gap formation
soil yielding
tension-free winkler foundation
Online adgang:https://www.cgejournal.com/en/article/doi/10.11779/CJGE20230688
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