Dynamic response and progressive damage modes of fault-crossing tunnels simulated using similar materials

Author:

Zhu Duan1,Zhu Zhende1,Zhang Cong1,Dai Lun1

Affiliation:

1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, 210098, Jiangsu, PR China; Jiangsu Research Center for Geotechnical Engineering Technology, Hohai University, Nanjing, 210098, Jiangsu, PR China

Abstract

Tunnels are widely constructed because they can effectively withstand seismic loads and avoid tunnel collapse in high-intensity seismic zones. However, in the case of fault-crossing tunnel, the fault crossing tunnel will be seriously damaged in seismic activities because the tunnel lining follows the deformation of surrounding rock. Therefore, the researches of the dynamic response and failure modes of fault-crossing tunnel are highly significant. In this study, quartz sand, cement and detergent were used to simulate similar materials of surrounding rock. A gypsum-based materials have been selected as similar materials for tunnels. The shaking table model tests were conducted on fault-crossing tunnel and conventional tunnel based on the Xianglushan Tunnel. The dynamic response characteristics of the fault-crossing tunnel were analyzed, and draw the conclusions: The acceleration amplification coefficients of the two sets of tests exceeded 1. The acceleration dynamic response of the fault-crossing tunnel was greater than the conventional tunnel, and the acceleration dynamic response at the fault was greater than the monitoring surface on both sides, rendering the acceleration dynamic response at the fault abrupt. Compared to other cross sections, tunnel lining structures at faults had the strongest dynamic response. The maximum peak strain value of the fault-crossing tunnel was magnified 4.4 times, and the bending moment value was magnified 2.3 times, relative to those of the conventional tunnel. The fault markedly increased the strain peak and bending moment values, causing cracks and damage even at a small peak acceleration value, weakening the seismic capacity of the tunnel. The lining at the fault was dominated by longitudinal cracks, and dislocation occurred. The degree of destruction and development of tunnel at faults was greater than that of other cross sections. The research results and conclusions could provide a reference to prevent the destruction of fault-crossing tunnel in an earthquake.

Publisher

American Scientific Publishers

Subject

General Materials Science

Reference34 articles.

1. Damage observation and assessment of the Longxi tunnel during the Wenchuan earthquake;Yu;Tunnelling and Underground Space Technology,2016

2. A numerical Round Robin on tunnel under seismic actions;Bilotta;Acta Geotechnica,2014

3. Shaking table test of utility tunnel under non-uniform seismic excitations(III): Numerical simulation;Jang;Journal of Earthquake Engineering and Engineering Vibration,2010

4. Experimental investigation of the mechanical behavior of the steel fiber reinforced concrete tunnel segment;Meng;Construction and Building Materials,2016

5. Seismic damage classification and risk assessment of mountain tunnel with a validation for the 2008 Wenchuan earthquake;Wang;Soil Dynamics and Earthquake Engineering,2013

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