Improved Theoretical Solutions for Estimating the Tunnel Response Induced by Overlying Excavation
نویسندگان
چکیده
As a result of China’s urbanization, it has been common phenomenon that adjacent deep excavations were constructed near underground structures, which can have series detrimental effects on existing tunnels. Thus, is crucial to assess the tunnel response induced by overlying excavation, with aim maintaining safety and serviceability operating The shield idealized as an infinite beam lying upon three parameter Kerr-model vertical force equilibrium equation element established. Then, theoretical solution derived for capturing soil–tunnel interaction. To prove accuracy proposed method, calculation results are compared field measurements, along data finite studies. Thereafter, parametric analysis will be conducted some characteristic factors responses caused excavations, such tunnel-excavation horizontal distance, bending stiffness, buried depth tunnel. indicate increase in stiffness tunnel, well significantly alleviate deformation. However, inner increased when increasing stiffness.
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ژورنال
عنوان ژورنال: Sustainability
سال: 2023
ISSN: ['2071-1050']
DOI: https://doi.org/10.3390/su15032589