Dynamic interaction and failure mechanism in tunnel-slope systems: Mitigation insights from shaking table tests and numerical analysis-Reference-Cited by-同舟云学术

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Dynamic interaction and failure mechanism in tunnel-slope systems: Mitigation insights from shaking table tests and numerical analysis

Published:2024-10 Issue: Volume:152 Page:105940
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Xin Chunlei,Shuai Yixin,Song Danqing,Liu Xiaoli^ORCID

Publisher

Elsevier BV

Reference52 articles.

1. Damage characteristics and influence factors of mountain tunnels under strong earthquakes;Chen;Nat. Hazards,2012

2. Numerical investigation on the three-dimensional isolation of a subway station intersecting a ground fissure;Chen;Comput. Geotech.,2023

3. Numerical analysis on the seismic performance of subway station in ground crack area;Chen;Tunn. Undergr. Sp. Tech.,2023

4. Seismic model test research on the combination of rigidity with flexibility of tunnel portal in high intensity seismic areas;Cui;Geomat. Nat. Haz. Risk,2021

5. Failure history, mechanism, and recent run-out reproduction of the Xinhua Village landslide triggered by the 2022 Ms 6.1 Lushan earthquake;Du;Landslides,2023

Cited by 4 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. Shaking table tests on the stability of dip and anti-dip rock slopes with structural planes induced by seismic motions;Engineering Geology;2024-11

2. Seismic response and damage evolution process of a bedded slope‒tunnel system via the continuum‒discontinuum element method;Discover Applied Sciences;2024-09-04

3. Seismic damage to non-fault-crossing and fault-crossing tunnels: Comparative study of the 2008 Wenchuan earthquake (Mw 7.9) and the 2022 Menyuan earthquake (Mw 6.7);Engineering Failure Analysis;2024-09

4. Dynamic responses of steep bedding slope-tunnel system under coupled rainfall-seismicity: Shaking table test;Journal of Rock Mechanics and Geotechnical Engineering;2024-09

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