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| 2024, Vol. 61(4): 95-104 DOI: | ||
| Calculation Method for Underlying Tunnel Deformation Induced by Foundation Pit Excavation Based on Layered Mindlin Solution | ||
| (1. School of Civil Engineering and Architecture, Guangxi University, Nanning 530004; 2. Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi University, Nanning 530004; 3. Nanning Rail Transit Construction Group Co., Ltd.,Nanning 530029; 4. Nanning Rail Transit Investment Group Co., Ltd., Nanning 530029; 5. Ocean College, Zhejiang University,Zhoushan 316021) | ||
| Received null Revised null | ||
| Supporting info | ||
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