Deformation analysis and safety assessment of existing metro tunnels affected by excavation of a foundation pit-Reference-Cited by-同舟云学术

Deformation analysis and safety assessment of existing metro tunnels affected by excavation of a foundation pit

Published:2021-08 Issue:4 Volume:6 Page:421-431
ISSN:2467-9674
Container-title:Underground Space
language:en
Short-container-title:Underground Space

Author:

Ye Shuaihua,Zhao Zhuangfu,Wang Denqun

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference31 articles.

1. Benton, L.J., Phillips, A. (1991). The behavior of two tunnels beneath a building on piled foundations. In Proceedings of 10th European Conference on Soil Mechanics and Foundation Engineering, Florence, Italy, May, pp. 665–668.

2. Prediction of behaviour of a deep excavation in soft soil: A case study;Bhatkar;International Journal of Geotechnical Engineering,2017

3. Reliability assessment on stability of tunnelling perpendicularly beneath an existing tunnel considering spatial variabilities of rock mass properties;Chen;Tunnelling and Underground Space Technology,2019

4. Technical code for protection of existing structures of urban rail transit;DBJ/T15-120-2017,2017

5. Numerical modeling of affection of foundation pit excavation on metro tunnel;Ding;Advanced Materials Research,2011

Cited by 103 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Prediction of the displacement in a foundation pit based on neural network model fusion error and variational modal decomposition methods;Measurement;2025-01

2. Long-term performance of subway tunnels induced by the symmetrical excavation of semicircular deep foundation pits in the Northeast Region hard silty clay;Tunnelling and Underground Space Technology;2024-12

3. Evolution of Tunnel Uplift Induced by Overlying Oblique Intersection Angle Excavation and an Effective Protection Measure;International Journal of Geomechanics;2024-11

4. Numerical modelling of multiple excavations in an ultra-deep foundation using an enhanced distinct lattice spring model with modified cam clay model;Tunnelling and Underground Space Technology;2024-10

5. Two-stage surrogate modeling strategy for predicting foundation pit excavation-induced strata and tunnel deformation;Tunnelling and Underground Space Technology;2024-09