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锚固洞室抗爆模型试验锚索预应力变化特性研究

RESEARCH ON CHARACTERISTICS OF PRESTRESS CHANGE OF ANCHORAGE CABLE IN ANTI-EXPLOSION MODEL TEST OF ANCHORED CAVERN

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【作者】 杨苏杭梁斌顾金才沈俊陈安敏

【Author】 YANG Suhang1,LIANG Bin1,GU Jincai2,SHEN Jun2,CHEN Anmin2(1.College of Architectural Engineering,Henan University of Science and Technology,Luoyang,Henan 471003,China;2.The Third Research Institute of the Corps of Engineering,General Staff of PLA,Luoyang,Henan 471023,China)

【机构】 河南科技大学建筑工程学院总参工程兵科研三所总参工程兵科研三所 河南洛阳471003河南洛阳471003河南洛阳471023

【摘要】 采用抗爆模型试验的方法,进行预应力锚索对洞室的抗爆加固效应的模型试验研究,探讨试验中爆炸引起的锚索预应力变化特点,得出不同锚索加固洞室的预应力变化特性和一些规律性的认识。对试验内容进行相应的动力数值计算,从而证明试验结果的可靠性,并提出合理的锚固工程抗爆加固设计建议。

【Abstract】 The model explosion test methods are adopted to study the anti-explosion effect of prestressed cable reinforced cavern.In this paper,the characteristics of anchorage cable prestress changes caused by explosion are specially researched,and the features of anchor cable prestress changes of different types of anchor cable reinforced caverns are analyzed and some regulations have been obtained.The corresponding numerical calculations are also carried out.The reliability of the test results is proved,and the suggestions to the anti-explosion reinforced cavern design in anchor engineering are put forward.

  • 【文献出处】 岩石力学与工程学报 ,Chinese Journal of Rock Mechanics and Engineering , 编辑部邮箱 ,2006年S2期
  • 【分类号】TU45
  • 【被引频次】54
  • 【下载频次】326
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