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深部软岩巷道锚网索–桁架耦合支护技术及其工程应用
引用本文:郭志飚,李乾,王炯.深部软岩巷道锚网索–桁架耦合支护技术及其工程应用[J].岩石力学与工程学报,2009,28(Z2):3914-3919.
作者姓名:郭志飚  李乾  王炯
作者单位:(1. 中国矿业大学 岩土工程研究中心,北京 100083;2. 北京城建集团有限责任公司,北京 100083)
基金项目:国家自然科学基金重大项目,国家重点基础研究发展计划(973)项目,教育部创新团队研究计划项目 
摘    要: 深部软岩工程复杂工程地质条件使原有的浅部工程的支护技术和方法不能满足实际工程需要。提出采用锚网索–桁架耦合技术进行深部软岩巷道支护。利用理论分析和数值模拟等手段分析锚网索–桁架耦合支护的技术原理和力学机制,分析该技术的关键和特点。将研究成果应用于我国最深的第三系软岩巷道支护工程实践,通过现场监测验证了支护方案的合理性。

关 键 词:采矿工程深部软岩锚网索–桁架耦合支护力学原理技术特点
收稿时间:2008-7-4
修稿时间:2008-10-7

COUPLED BOLT-MESH-ANCHOR-TRUSS SUPPORTING TECHNOLOGY AND ITS ENGINEERING APPLICATION TO DEEP SOFT ROCK ROADWAY
GUO Zhibiao,LI Qian,WANG Jiong.COUPLED BOLT-MESH-ANCHOR-TRUSS SUPPORTING TECHNOLOGY AND ITS ENGINEERING APPLICATION TO DEEP SOFT ROCK ROADWAY[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(Z2):3914-3919.
Authors:GUO Zhibiao  LI Qian  WANG Jiong
Affiliation:(1. Institute of Geotechnical Engineering,China University of Mining and Technology,Beijing 100083,China;2. Beijing Urban Construction Group Co.,Ltd.,Beijing 100083,China)
Abstract:In deep soft rock roadway,supporting technologies and methods which have been adopted in shallow engineering are not applicable due to complex engineering geological conditions. The coupled bolt-mesh- anchor-truss supporting technology is suggested. The rationality and mechanism of the technology are studied by means of theoretical analysis and numerical simulation. Its technical characters and key points are analyzed. The results are applied to the deepest soft rock roadway in China. The rationality of the supporting scheme has been validated by field monitoring.
Keywords:mining engineering  deep soft rock  coupled bolt-mesh-anchor-truss support  mechanical principle  technical characters
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