Challenges and Development Prospects of Ultra-Long and Ultra-Deep Mountain Tunnels

Social development has led to the placement of high standards on ultra-long and ultra-deep mountain tunnels. Disasters may be encountered during the construction and maintenance of such mountain tunnels due to high geostress, high geotemperature, high hydraulic pressure, and special adverse strata, in addition to various other problems caused by engineering activities. To deal with uncertain geological conditions during mountain tunnel construction, comprehensive geological prediction, refined monitoring, and dynamic design and construction methods based on information technology should be adopted. For the operation and maintenance of ultra-long tunnels, the concepts of dynamic evacuation rescue, active protection, energy conservation, and environmental protection should be fully embodied in order to address significant problems related to ventilation, rescue situations, and energy consumption. Moreover, integrated construction and maintenance should be carried out to achieve digital sensing and intelligent maintenance. New ideas and technologies should be adopted to improve the quality and efficiency of the whole process of construction and operation, and to enable the construction of environmentally friendly tunnels, thus achieving the ultimate goals of safety, efficiency, greenness, and intelligence for ultra-long and ultra-deep rock tunnels. With the development of society, the economy, and transportation networks, the construction of ultra-long and ultra-deep tunnels through mountains has become increasingly inevitable. Ultra-long and ultra-deep tunnels are generally defined as tunnels that have a length exceeding 10 km and a depth exceeding 500 m [1]. Mountain tunnels mainly consist of road tunnels, railway tunnels, and hydraulic tunnels. Although an ultra-long and ultra-deep tunnel potentially features the advantages of safety, environmental friendliness, and speed, the cost and difficulty of project establishment, construction, and operation are considerable. Table 1 lists the ultra-long and ultra-deep mountain tunnels that have already been built or are under construction around the world. According to an incomplete survey, there are 56 ultra-long and ultra-deep mountain tunnels in China and 21 abroad. Among these tunnels, the 57.1 km Gotthard Basis Tunnel is the longest and deepest in the world, the 32.7 km New Guanjiao Tunnel is the world’s longest tunnel above 3000 m, the 18 km Highway Tunnel of Qinling Zhongnan Mountain is the world’s longest double-line highway tunnel, and the 16 km Qinling Tianhuashan Tunnel is Asia’s longest single-hole two-lane high-speed rail tunnel. With the increasing demand for and ongoing progress in tunnel construction technologies, the construction of ultra-long and ultra-deep mountain tunnels will usher in new development opportunities. Due to the high geostress, high geotemperature, and ultra-long construction and operation, these complex tunnel projects must handle unprecedented challenges in terms of design, construction, operation, and maintenance, which demand new ideas and engineering measures.

[1]  Shunping Zhou,et al.  Study and Application of Forecasting System for Water Inrush Under High Pressure in Xiamen Submarine Tunnel Construction Based on GIS , 2011 .

[2]  Yong Zhao,et al.  Prevention and treatment technologies of railway tunnel water inrush and mud gushing in China , 2013 .

[3]  Nicola Casagli,et al.  Semi-automatic extraction of rock mass structural data from high resolution LIDAR point clouds , 2011 .

[4]  Hehua Zhu,et al.  Three-Dimensional Hoek-Brown Strength Criterion for Rocks , 2007 .

[5]  Hehua Zhu,et al.  Large-scaled fire testing for long-sized road tunnel , 2006 .

[6]  Hehua Zhu,et al.  Condition evaluation of urban metro shield tunnels in Shanghai through multiple indicators multiple causes model combined with multiple regression method , 2019, Tunnelling and Underground Space Technology.

[7]  A. Aydin ISRM Suggested method for determination of the Schmidt hammer rebound hardness: Revised version ☆ , 2009 .

[8]  Akio Hada,et al.  Lagrangian heuristic method for the wireless sensor network design problem in railway structural health monitoring , 2012 .

[9]  J. W. Ju,et al.  Micromechanics based multi-level model for predicting the coefficients of thermal expansion of hybrid fiber reinforced concrete , 2018, Construction and Building Materials.

[10]  Yunfei Shen,et al.  China’s Underground Comprehensive Utility Tunnel Project of PPP Mode Risk Identification , 2017 .

[11]  Gang Chen,et al.  Study on the application of a comprehensive technique for geological prediction in tunneling , 2011 .

[12]  Neil A. Hoult,et al.  Sensing solutions for assessing and monitoring tunnels , 2014 .

[13]  F. Cornet,et al.  ISRM Suggested Methods for rock stress estimation; Part 3, Hydraulic fracturing (HF) and/ or hydraulic testing of pre-existing fractures (HTPF) , 2003 .

[14]  Xu Ze Tunnel classifying in light of depth(i.e thickness of overburden) , 2000 .

[15]  Huang Hong-wei Application of GPR to grouting distribution behind segment in shield tunnel , 2003 .

[16]  Yong Yuan,et al.  Multi-point shaking table test for long tunnels subjected to non-uniform seismic loadings - part II: Application to the HZM immersed tunnel , 2016 .

[18]  Ka Chi Lam,et al.  Factors That Influence the Concession Period Length for Tunnel Projects under BOT Contracts , 2014 .

[19]  Ya Wang,et al.  Design and implementation of a quadrotor tail-sitter VTOL UAV , 2017, 2017 IEEE International Conference on Robotics and Automation (ICRA).

[20]  Haitao Yu,et al.  Seismic analysis of long tunnels: A review of simplified and unified methods , 2017 .

[21]  Yong Yuan,et al.  Multi-point shaking table test for long tunnels subjected to non-uniform seismic loadings – Part I: Theory and validation , 2016 .

[22]  Yiik Diew Wong,et al.  Road traffic accidents in Singapore expressway tunnels , 2013 .

[23]  Peizhong Yang,et al.  Numerical study on water curtain system for fire evacuation in a long and narrow tunnel under construction , 2019, Tunnelling and Underground Space Technology.

[24]  Xiaojun Li,et al.  Automatic extraction of discontinuity orientation from rock mass surface 3D point cloud , 2016, Comput. Geosci..

[25]  Shen Zhi-y Application research on GRP5000 tunnel inspection car in Shanghai subway , 2013 .

[26]  Q. Yan,et al.  STATUS OF SEISMIC ANALYSIS METHODS FOR TRAFFIC TUNNEL AND THEIR APPLICABILITY SUGGESTIONS IN CHINA , 2013 .

[27]  Peixin Shi,et al.  Mechanism of soft ground tunnel defect generation and functional degradation , 2015 .

[28]  Hehua Zhu,et al.  Integration of three dimensional discontinuous deformation analysis (DDA) with binocular photogrammetry for stability analysis of tunnels in blocky rockmass , 2016 .

[29]  Xiaodong Lin,et al.  Condition assessment of shield tunnel using a new indicator: The tunnel serviceability index , 2017 .

[30]  Fang Gang,et al.  An Optimal Control Method of Long Tunnel Ventilation Based on Variable Domain Fuzzy Control , 2018, 2018 Chinese Automation Congress (CAC).

[31]  Li Shuca,et al.  STATE OF ART AND TRENDS OF ADVANCED GEOLOGICAL PREDICTION IN TUNNEL CONSTRUCTION , 2014 .

[32]  Yong Yuan,et al.  Analytical solution for longitudinal seismic response of tunnel liners with sharp stiffness transition , 2018, Tunnelling and Underground Space Technology.

[33]  Zhou Hui,et al.  DYNAMICAL CONTROL OF ROCKBURST EVOLUTION PROCESS , 2012 .

[34]  Wei Wu,et al.  Tunnel stability assessment by 3D DDA-key block analysis , 2018 .

[35]  Robert J. Mair,et al.  Fibre optic monitoring of a deep circular excavation , 2014 .

[36]  Li Chen,et al.  Support principles of NPR bolts/cables and control techniques of large deformation , 2016 .

[37]  Jian Qin Ma Influence of Non-Technical Factors on the Construction of Tunnels , 2011 .