Analysis of shield tunnel response to bilateral pit excavation with a focus on perimeter pressure and deformation mechanisms

Abstract This study aims to investigate the responses of shield tunnel structures subjected to disturbances caused by bilateral pit excavation, and it systematically reveals for the first time the impact mechanism of bilateral pit excavation on the distribution of perimeter pressure and deformation...

وصف كامل

التفاصيل البيبلوغرافية
الحاوية / القاعدة:	Scientific Reports
المؤلفون الرئيسيون:	Zhiyuan Mu, Gang Wei, Zhiguo Zhang, Haibo Jiang, Tianbao Xu, Yongjie Qi
التنسيق:	مقال
اللغة:	الإنجليزية
منشور في:	Nature Portfolio 2024-10-01
الموضوعات:	Bilateral pit excavation Shield tunneling Image source method Numerical simulation Perimeter pressure calculation
الوصول للمادة أونلاين:	https://doi.org/10.1038/s41598-024-72731-2

مواد مشابهة

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