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Simplified analytical solution for nonlinear longitudinal deformation of shield tunnels under surface surcharge

Surface surcharge will induced longitudinal deformation of shield tunnels, which threats the safety of running trains. The current prediction methods for the settlement of shield tunnels are not taken the nonlinear deformation of soils into consideration. Based on the proposed nonlinear foundation m...

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Autor principal: KE Zhai-bang 1, 2, 3, LIANG Rong-zhu 4,5, TONG Zhi-neng 6, YUE Teng-sheng 1, 3, GUO Yang 1, 3
Formato: Artigo
Idioma:Inglês
Publicado em: Editorial Office of Chinese Journal of Geotechnical Engineering 2019-07-01
coleção:Yantu gongcheng xuebao
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Acesso em linha:https://www.cgejournal.com/en/article/doi/10.11779/CJGE2019S1062
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