The long-term safety of a deeply buried soft rock tunnel lining under inside-to-outside seepage conditions-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

The long-term safety of a deeply buried soft rock tunnel lining under inside-to-outside seepage conditions

Published:2017-08 Issue: Volume:67 Page:132-146
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Yang Fanjie,Zhang Chuanqing,Zhou Hui,Liu Ning,Zhang Yang,Azhar Muhammad Usman,Dai Feng

Funder

National Program on Key Basic Research Project of China

National Science Foundation of China

Youth Innovation Promotion Association CAS

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference24 articles.

1. The mechanical behaviour of clay shales and implications on the design of tunnels;Bonini;Rock Mech. Rock Eng.,2009

2. Mechanical analysis of circular liners with particular reference to composite supports. For example, liners consisting of shotcrete and steel sets;Carranza;Tunn. Undergr. Space Technol.,2009

3. Analytical solution for the excavation of circular tunnels in a visco-elastic Burger’s material under hydrostatic stress field;Fahimifar;Tunn. Undergr. Space Technol.,2010

4. Dynamic design method for deep hard rock tunnels and its application;Feng;J. Rock Mech. Geotech. Eng.,2016

5. A new rheological model and its application in mountain tunneling;Guan;Tunn. Undergr. Space Technol.,2008

Cited by 53 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. A Study on the Maximum Scour Depth of River-Crossing Tunnels;Water;2024-07-25

2. A Study on Deformation Characteristics and Stability of Soft Surrounding Rock for a Shallow-Buried Tunnel;Applied Sciences;2024-07-10

3. Long-term safety evaluation of soft rock tunnel structure based on knowledge decision-making and data-driven models;Computers and Geotechnics;2024-05

4. Creep model of chlorite schist in deep buried strata and its application in tunnel squeezing deformation prediction;Computers and Geotechnics;2024-05

5. A Preliminary Study on the Detections of Potential Support Degradation in Deep Hydraulic Tunnels;Rock Mechanics and Rock Engineering;2024-04-21

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