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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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Detaylı Bibliyografya
Yazar: REN Kai 1, YANG Xiaohui 2
Materyal Türü: Artigo
Dil:Inglês
Baskı/Yayın Bilgisi: Editorial Office of Chinese Journal of Geotechnical Engineering 2025-10-01
Seri Bilgileri:Yantu gongcheng xuebao
Konular:
Online Erişim:https://www.cgejournal.com/en/article/doi/10.11779/CJGE2025S20019
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