Show simple item record

contributor authorXiaoyu Zhang
contributor authorZhigang Tao
contributor authorXiaojie Yang
contributor authorYi Zhao
contributor authorHaowen Guo
date accessioned2025-08-17T22:58:19Z
date available2025-08-17T22:58:19Z
date copyright8/1/2025 12:00:00 AM
date issued2025
identifier otherIJGNAI.GMENG-10619.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307713
description abstractWestern China is located at the junction of the Eurasian Plate and the Indian Ocean Plate, resulting in the development of fractured zones and high seismic risk. Tunnel construction in this region often crosses fault zones, making it crucial to study the seismic support system for fault tunnels. Therefore, a physical model test using a shaking table was performed. The experimental results showed that under seismic action, ordinary anchor cables are pulled apart and fail because of cracks, while negative-Poisson’s ratio (NPR) anchor cables experience energy absorption slip, ultimately leading to collapse and instability. The NPR anchor cable support system has good energy absorption and seismic resistance behaviors. In contrast, the Poisson’s ratio anchor cable is broken in the time range 1,200–1,400 s, with the breaking time in the fault zone advanced to <1,200 s. Through numerical analysis and model testing, we observed that NPR anchor cables significantly inhibit the amplification effect of acceleration compared to ordinary anchor cables. Their energy absorption capability helps reduce the impact of seismic actions on the rock surrounding the tunnel. These experimental and numerical results offer a valuable design basis for future seismic support engineering of fault tunnels.
publisherAmerican Society of Civil Engineers
titleShaking Table Test of Seismic Effects of a Fault Tunnel Supported by Anchor Cables with Negative Poisson’s Ratio
typeJournal Article
journal volume25
journal issue8
journal titleInternational Journal of Geomechanics
identifier doi10.1061/IJGNAI.GMENG-10619
journal fristpage04025152-1
journal lastpage04025152-15
page15
treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 008
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record