Research status and prospect of tunnel-landslide interaction
 and control protection technology

ZHANG Zhi-guo; MAO Min-dong; PAN Y. T.; ZHAO Qi-hua; WU Zhong-teng

doi:10.16285/j.rsm.2021.0462

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Research status and prospect of tunnel-landslide interaction and control protection technology

更新时间：2026-06-25

- Research status and prospect of tunnel-landslide interaction and control protection technology
- Vol. 42, Issue 11, (2021)
- 作者机构：
  
  1. 上海理工大学环境与建筑学院,上海,200093
  2. 自然资源部丘陵山地地质灾害防治重点实验室福建省地质灾害重点实验室,福建,福州,350002
  3. 成都理工大学地质灾害防治与地质环境保护国家重点实验室,四川,成都,610059
  4. 新加坡国立大学土木与环境工程系,新加坡,119077
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2021.0462
  CLC： U456.3
- Online First：12 November 2021，
  
  Published：2021
- 稿件说明：
移动端阅览
ZHANG Zhi-guo, MAO Min-dong, PAN Y. T., et al. Research status and prospect of tunnel-landslide interaction and control protection technology[J]. 2021, 42(11).
DOI：

ZHANG Zhi-guo, MAO Min-dong, PAN Y. T., et al. Research status and prospect of tunnel-landslide interaction and control protection technology[J]. 2021, 42(11). DOI： 10.16285/j.rsm.2021.0462.

摘要

随着国家山区高速公路与高速铁路建设的快速发展，新建隧道开挖诱发滑坡的地质灾害时有发生，同时既有隧道在滑坡作用下产生的病害也越来越严重，对隧道的施工和运营均造成了较大危害。为了促进高速公路与高速铁路隧道-滑坡体系研究的发展，归纳总结了国内外隧道-滑坡工程领域的学术研究现状、存在问题及发展前景。对隧道-滑坡相对位置关系及变形特征进行系统梳理；从地质调查分析、理论解析、模型试验、数值模拟和监测分析5个方面详尽剖析了隧道-滑坡相互作用影响的研究现状；从滑坡体加固、隧道加固和监控预测技术3个方面对隧道-滑坡相互作用影响的控制防护技术研究进行了全面阐述；指出现有研究中存在的不足和尚需讨论的方面，建议深入开展滑坡土体塑性、非线性接触、地震与降雨多因素耦合作用、离心模型试验的开发与利用、本构模型的适用性及隧道精细化建模等方面的研究，积极优化和创新防护控制措施技术，建立隧道-滑坡之间联动共享的新型监控成套技术体系，以期为隧道-滑坡体系工程领域的学术研究提供新的视角和基础资料。

Abstract

With the rapid development of mountainous highways and high-speed railways in China

geological disasters caused by new tunnel excavation

such as landslides

are widespread. Meanwhile

the diseases caused by landslides in existing tunnels are also increasing

resulting in significant harm to the tunnel construction and operation. In this paper

the academic research status

existing problems

and the development prospects associated with the tunnel-landslide system were summarily all over the world. First

the relative spatial location relationship and deformation characteristics of the tunnel-landslide system were systematically investigated. Second

the detailed analyses of the current status and prospects of research on tunnel-landslide interaction from five aspects geological survey

theory

model test

numerical simulation and field monitoring. Then

the control and protection techniques of the tunnel-landslide interaction were expounded from landslide reinforcement

tunnel reinforcement

and monitoring and prediction technology

and the corresponding shortcomings in the existing research and the aspects that still need to be discussed were marked. Finally

it is recommended to carry out further research on the landslide soil plasticity

nonlinear contact

earthquake and rainfall multi-factor coupling effects

the development and utilization of centrifugal model tests

the applicability of constitutive models

and the fine modeling of tunnels. Also

the impact zones of tunnel excavation should be further optimized

and the corresponding novel control and protection technologies should be developed. On this basis

a new type of monitoring technology system linked and shared for tunnel-landslide can be thus established. This paper provides new perspectives and essential data for academic research on tunnel-landslide system engineering.

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Calculation method of sliding surface stress based on segmented sliding surface stress measurement system

Evaluation of landslide susceptibility degree based on catastrophe theory

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Related Institution

School of Civil Engineering, Southwest Jiaotong University

School of Environment and Architecture, University of Shanghai for Science and Technology

Key Laboratory of Geohazard Prevention of Hilly Mountains, Ministry of Land and Resources

Key Laboratory of Urban Underground Engineering of Ministry of Education, Beijing Jiaotong University

Engineering Research Center of Rock and Soil Drilling and Excavation and Protection of Ministry of Education, China University of Geosciences

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