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Simplified solution of pipeline heave induced by excavation considering lateral soil action

Based on the two-stage analysis method, a simplified solution for vertical deformation of buried pipelines induced by the excavation considering the effects of lateral soil is proposed. First, the Mindlin's solution is used to obtain the vertical additional stress due to the excavation. Second, the...

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Autore principale: REN Kai 1, YANG Xiaohui 2
Natura: Artigo
Lingua:Inglês
Pubblicazione: Editorial Office of Chinese Journal of Geotechnical Engineering 2025-10-01
Serie:Yantu gongcheng xuebao
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Accesso online:https://www.cgejournal.com/en/article/doi/10.11779/CJGE2025S20019
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