Assessing the deformation response of double-track overlapped tunnels using numerical simulation and field monitoring-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Assessing the deformation response of double-track overlapped tunnels using numerical simulation and field monitoring

Published:2021-08 Issue: Volume: Page:
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Hu Yao,Lei Huayang,Zheng Gang,Shi Liang,Zhang Tianqi,Shen Zhichao,Jia Rui^ORCID

Funder

National Key Research and Development Program of China

National Natural Science Foundation of China

State Key Laboratory for Disaster Reduction in Civil Engineering

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference28 articles.

1. Numerical analysis of the interaction between twin-tunnels: influence of the relative position and construction procedure;Chehade;Tunn. Undergr. Space Technol.,2008

2. Ground movement induced by parallel EPB tunnels in silty soils;Chen;Tunn. Undergr. Space Technol.,2011

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

4. Numerical analysis of surface subsidence in asymmetric parallel highway tunnels;Das;J. Rock Mech. Geotech. Eng.,2017

5. Movements caused by the excavation of tunnels using face pressurized shields - analysis of monitoring and numerical modeling results;Dias;Eng. Geol.,2013

Cited by 28 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. Horizontal response of existing pile induced by adjacent shield tunnelling with large longitudinal slope;Tunnelling and Underground Space Technology;2024-11

2. Ground settlement and tunnel response due to twin-curved shield tunnelling in soft ground with small clear distance;Journal of Rock Mechanics and Geotechnical Engineering;2024-08

3. Influence of geological uncertainty on longitudinal deformation of tunnel based on improved coupled Markov chain;Engineering Geology;2024-08

4. Deformation in settlement and grouting remediation of thickened larger-diameter metro shield tunnel in soft soil: A case study;Case Studies in Construction Materials;2024-07

5. Analysis of the Influence of Pile Underpinning of the Pile Group Under the Viaduct of the Overlapping Shield Tunnel on the Surrounding Environment;International Journal of Civil Engineering;2024-06-11

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线，采集、加工和组织学术论文而形成的新型学术文献查询和分析系统，可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容，当前同舟云学术共收录了国内外主流学术期刊6万余种，收集的期刊论文及会议论文总量共计约1.5亿篇，并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询！咨询电话：010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号京ICP备18003416号-3