Experimental and numerical study of the failure mechanism and stability of tunnel linings under different cavity conditions-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Experimental and numerical study of the failure mechanism and stability of tunnel linings under different cavity conditions

Published:2024-08 Issue: Volume:162 Page:108412
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

Liu Jian,Xie Quanyi,Han Bo,Wang Jianhong^ORCID,Lv Gaohang^ORCID,Luo Xinhao

Publisher

Elsevier BV

Reference42 articles.

1. Characteristics and failure analysis of a railway tunnel collapse influenced by cavity in phyllite strata;Chen;Eng. Fail. Anal.,2022

2. Structural stability monitoring of model test on highway tunnel with lining backside voids using dynamic and static strain testing sensors;Du;Sensors,2023

3. Study on failure mechanism and treatment measures of floor heave of high-speed railway tunnel in the interbedded surrounding rock with high geostress;Feng;Eng. Fail. Anal.,2023

4. Study on a surrounding rock pressure calculation method for super-large section highway tunnels;Gao;Symmetry-Basel,2019

5. Voids delineation behind tunnel lining based on the vibration intensity of microtremors;Gao;Tunnelling and Underground Space Technology,2016

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