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软岩巷道破坏机理的研究

Failure mechanism of soft rock roadway Research

中文摘要英文摘要

分析软岩巷道的特点,结合实际应用,设计了锚壳喷新型支护结构,并提出了与围岩相互作用机理,认为围岩与锚壳喷支护体系作为统一体,锚体系统与深部围岩形成深部围岩控制系统,壳体系统与浅部围岩形成浅部围岩控制系统,通过锚杆将深、浅部围岩共同作用,喷体系统对围岩起到三维约束作用,同时加固壳体系统,通过锚体系统的柔性及壳体系统的可伸缩性适应软岩巷道大变形。

his paper analyzes the characteristics of soft rock roadway, combined with practical application, designed to spray a new anchor shell supporting structure and proposed mechanism of interaction with the rock that anchors the shell surrounding rock and shotcrete support system as an entity, anchor-body system and the deep rock formation deep rock control systems, housing systems and the formation of shallow shallow rock rock control system, through the bolt will be deep and shallow rock together, spray-body system play a three-dimensional constraints on the rock role, while reinforcing the shell system, through the anchor body system and the housing system of flexible scalability to adapt to large deformation of soft rock roadway

褚庆波、芮波、林海峰

矿山压力、矿山支护

软岩支护蠕变高应力锚喷变形机理

soft rock pitcreephigh stressanchor spraydeformation mechanism

褚庆波,芮波,林海峰.软岩巷道破坏机理的研究[EB/OL].(2009-10-09)[2025-08-02].http://www.paper.edu.cn/releasepaper/content/200910-52.点此复制

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