Simplified analytical method for evaluating the effects of overcrossing tunnelling on existing shield tunnels using the nonlinear Pasternak foundation model

The excavation of a new tunnel above an existing shield tunnel at close proximity may cause a series of adverse impacts on the underlying tunnel. Thus, a reasonable assessment of the existing shield tunnel’s responses to overcrossing tunnelling is crucial to ensuring the safety and serviceability of...

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Bibliographic Details
Published inSoils and foundations Vol. 59; no. 6; pp. 1711 - 1727
Main Author Liang, Rongzhu
Format Journal Article
LanguageEnglish
Published Elsevier B.V 01.12.2019
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