Discrimination, mechanical mechanisms, and control technologies for large deformation in tunnel surrounding rock: A state-of-the-art review

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Tao Zhang , Xiangcou Zheng , Shuying Wang , Junsheng Yang , Xiangsheng Chen
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引用次数: 0

Abstract

Large deformation of surrounding rock presents a critical challenge that urgently requires attention in tunnel engineering. This study provides a systematic review of the definition, classification, grading, mechanical mechanisms, and control techniques related to large deformations in surrounding rock. First, the origin of the large deformation concept is systematically analysed, and different types of large deformations are categorized based on factors such as stratum properties, environmental conditions, and deformation causes. Representative grading methods for large deformations are summarized and critically evaluated. Subsequently, the mechanical mechanisms and existing analytical methods for various types of large deformations, such as those encountered in soft rock and squeezing rock, are thoroughly examined. Moreover, this paper identifies key directions for future research breakthroughs in understanding deformation mechanisms. Finally, principles and measures for controlling large deformations are elaborated, including strategies for selecting support systems and construction methods for tunnels in areas prone to large deformations. Additionally, the methods for predicting large deformations in surrounding rock are introduced, laying a foundation for rational and effective deformation control.
隧道围岩大变形的判别、力学机制和控制技术:最新进展综述
围岩大变形是隧道工程中亟待解决的难题。本研究对围岩大变形的定义、分类、分级、力学机制和控制技术进行了系统的综述。首先,系统分析了大变形概念的起源,并根据地层性质、环境条件、变形原因等因素对不同类型的大变形进行了分类。总结和批判性地评价了大变形的代表性分级方法。随后,对各种类型的大变形的力学机制和现有的分析方法进行了深入的研究,例如在软岩和挤压岩中遇到的变形。此外,本文还确定了未来研究突破的关键方向,以理解变形机制。最后,阐述了控制大变形的原则和措施,包括大变形易发区隧道支护体系的选择策略和施工方法。此外,还介绍了围岩大变形的预测方法,为合理有效地控制变形奠定了基础。
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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