Excavation compensation theory and supplementary technology system for large deformation disasters

Manchao He, Qiru Sui, Zhigang Tao
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引用次数: 1

Abstract

Given the challenges in managing large deformation disasters in energy engineering, traffic tunnel engineering, and slope engineering, the excavation compensation theory has been proposed for large deformation disasters and the supplementary technology system is developed accordingly. This theory is based on the concept that “all destructive behaviors in tunnel engineering originate from excavation.” This paper summarizes the development of the excavation compensation theory in five aspects: the “theory,” “equipment,” “technology,” the design method with large deformation mechanics, and engineering applications. First, the calculation method for compensation force has been developed based on this theory, and a comprehensive large deformation disaster control theory system is formed. Second, a negative Poisson's ratio anchor cable with high preload, large deformation, and super energy absorption characteristics has been independently developed and applied to large deformation disaster control. An intelligent tunnel monitoring and early warning cloud platform system are established for remote monitoring and early warning system of Newton force in landslide geological hazards. Third, the double gradient advance grouting technology, the two-dimensional blasting technology, and the integrated Newton force monitoring––early warning––control technology are developed for different engineering environments. Finally, some applications of this theory in China's energy, traffic tunnels, landslide, and other field projects have been analyzed, which successfully demonstrates the capability of this theory in large deformation disaster control.

Abstract Image

大变形灾害的开挖补偿理论及补充技术体系
针对能源工程、交通隧道工程和边坡工程在治理大变形灾害方面面临的挑战,提出了大变形灾害的开挖补偿理论,并开发了相应的补充技术体系。该理论基于“隧道工程中的所有破坏行为都源于开挖”的概念。本文从“理论”、“设备”、“技术”、大变形力学设计方法和工程应用五个方面总结了开挖补偿理论的发展。首先,在此理论基础上发展了补偿力的计算方法,形成了一个全面的大变形灾害控制理论体系。第二,自主研制了一种具有高预载、大变形、超强吸能特性的负泊松比锚索,并将其应用于大变形灾害控制。建立了滑坡地质灾害牛顿力远程监测预警系统的智能隧道监测预警云平台系统。三是针对不同工程环境,开发了双梯度超前注浆技术、二维爆破技术、牛顿力监测-预警-控制一体化技术。最后,对该理论在我国能源、交通隧道、滑坡等领域工程中的应用进行了分析,成功地证明了该理论在大变形灾害控制中的能力。
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