Review of tunnels and tunnelling under unfavourable geological conditions

Author:

Zhang Wengang123,Tang Xuecheng1,Yang Wenyu1,Jiang Jiaqi1,Zhang Haotian1,Li Peixing1

Affiliation:

1. School of Civil Engineering Chongqing University Chongqing China

2. Key Laboratory of New Technology for Construction of Cities in Mountain Area Chongqing University, Ministry of Education Chongqing China

3. National Joint Engineering Research Center of Geohazards Prevention in the Reservoir Areas Chongqing University Chongqing China

Abstract

Considering the rapid expansion of the economy and the increasing demand for infrastructure development, the scale of the tunnelling is expanding, and tunnel is inevitably excavated under unfavourable geological conditions. Consequently, this brings multitude of risks and challenges to tunnels and tunnelling. This paper summarizes the engineering issues associated with five unfavourable geological conditions: soft soil strata, soft and hard composite strata, spatially variable strata, karst strata and subsea conditions. Various analysis methods for deformation problem of tunnel and tunnelling under these unfavourable geological conditions are discussed. The mechanisms of the progressive failure of tunnel faces and collapses of caves in karst tunnels are also presented, as well as the risk assessments and prevention strategies for karst tunnel and water inrush occurrences of subsea tunnel. Furthermore, the analysis of the response of subsea tunnels to dynamic loads such as wave forces and earthquakes is summarized. Additionally, the analysis and prevention techniques for constructing subsea tunnels in fault zones are also considered. Finally, this paper offers a glimpse into potential research directions for future analysis relevant to the topic discussed, aiming to provide guidance for secure construction and maintenance tunnels under unfavourable geological conditions.

Publisher

Wiley

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