A Review of Research on Catastrophic Formation and Evolutionary Mechanism of Deep High Stress Rock Mass under Impact Loading

Xinfeng Wang, W. Luo, Yipeng Li
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引用次数: 1

Abstract

With the exploitation of resources expanded to deep, the geological environment which is “three tenors one disturbance” of rock mass in great depth has been more complex, resulting in some new engineering geological disasters, such as rock burst, pressure bumping, large deformation of surrounding rock, brittle-ductile transition of rock and zonal disintegration of rock mass, which occur frequently in deep underground engineering rock mass. The impact load caused by collision, explosion, extrusion and outburst is the root cause of the dynamic instability of the deep rock mass. What should be emphasized is that high in-situ stress and blasting excavation disturbance complicate disaster developing mechanism of deep underground engineering rock mass and sharply increase the difficulty of controlling disaster. This paper is aimed at the research status and development trend, of which dynamic characteristics of deep high stress rock mass and its damage and failure effect each other under impact, and conduct analysis, in the later stage where I would discuss how to carry out the response law of the deep high-stress rock mass under the impact load and the mechanism of catastrophe developing, which is of great significance to build a model of instability and fracture evolution about deep rock mass under shock disturbance and to maintain its safety and stability.
冲击载荷下深部高应力岩体突变形成及演化机制研究综述
随着资源开发向深部扩展,大深部岩体“三声一扰”的地质环境变得更加复杂,导致地压冲击、压力冲击、围岩大变形、岩石脆性-韧性过渡、岩体分区崩解等新的工程地质灾害频繁发生在深部地下工程岩体中。碰撞、爆炸、挤压和突出所产生的冲击载荷是造成深部岩体动力失稳的根本原因。需要强调的是,高地应力和爆破开挖扰动使深埋地下工程岩体灾害发展机制复杂化,大大增加了灾害控制的难度。本文针对深部高应力岩体的动力特性及其在冲击作用下的损伤破坏相互影响的研究现状和发展趋势进行分析,并在后期讨论如何开展深部高应力岩体在冲击荷载作用下的响应规律和突变发展机制。这对于建立深部岩体在冲击扰动作用下的失稳和断裂演化模型,维护岩体的安全稳定具有重要意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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