E-M calculation model and its application of calculating deformation in a new tunnel orthogonally undercrossing an existing tunnel-Reference-Cited by-同舟云学术

E-M calculation model and its application of calculating deformation in a new tunnel orthogonally undercrossing an existing tunnel

Published:2022-05 Issue: Volume:123 Page:104418
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Liu Xinrong,Wang Linfeng,Zhou Xiaohan,Wang Jiming,Zhong Zuliang,Liu Peng,Xiong Fei,He Chunmei

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference34 articles.

1. Application of the two-layer system theory to calculate the settlements and vertical stress propagation in soil reinforcement with geocell;Avesani;Geotext. Geomembranes,2019

2. Analysis of interaction between tunnels in soft ground by 3D numerical modeling;Chakeri;B. Eng. Geol. Environ.,2011

3. Deformation and stress characteristics of existing twin tunnels induced by close-distance EPBS under-crossing;Chen;Tunn. Undergr. Sp. Tech.,2018

4. DB11/T 718-2010. Code for maintenance of urban rail transit facility. Beijing: Beijing Municipal Bureau of Quality and Technical Supervision. (in Chinese).

5. Effects of twin tunnels construction beneath existing shield-driven twin tunnels;Fang;Tunn. Undergr. Sp. Tech.,2015

Cited by 10 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. Modeling test study on influence mechanism of large-span double-arch tunnels in proximity to existing tracks;Engineering Failure Analysis;2024-11

2. Simplified Method for Predicting the Shield Tunnel Longitudinal Responses to Over-Crossing Tunneling Considering Circumferential Joint Effect;International Journal of Geomechanics;2024-07

3. Analytical Solution for Pipeline Settlement Law Using Shield Tunnel Excavation Underneath Based on Vlasov–Timoshenko Model Considering Lateral Soil Action;International Journal of Geomechanics;2024-07

4. Consequences of building a new tunnel on in-service tunnel: a review;Sādhanā;2024-02-08

5. Response of Long–Short Supporting Piles due to Deep Excavation in Soil–Rock Combined Strata;International Journal of Geomechanics;2024-02