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安徽花山古代大型地下洞室群工程地质条件与变形破坏规律研究

A study of the engineering geological conditions and the rule of deformation-failure in the large Huashan ancient underground openings

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【作者】 曾庆利宋玉环杨志法钟真发

【Author】 ZENG Qing-li~1,SONG Yu-huan~1,YANG Zhi-fa~1,ZHONG Zhen-fa~2(1.Key laboratory of Engineering Geomechanics of Institute of Geology and Geophysics,Chinese Academy of Science,Beijing 100029,China;2.Huashan Grottoes Tour Development Company Limited,Anhui 245000,Chian)

【机构】 中国科学院地质与地球物理研究所工程地质力学重点实验室花山谜窟旅游开发有限责任公司 北京100029北京100029黄山245000

【摘要】 本文从工程地质条件和岩石力学两方面对古洞室群围岩的变形破坏规律,特别是支顶岩柱拉裂和剪裂破坏及顶板掉块等进行了研究,对洞室群的稳定性做出了初步评价。在此基础上,提出了以防止地表水沿裂隙入渗和建立一个高效监测系统为主要手段的建议。

【Abstract】 Huashan grotto is a large ancient underground cavern of a history of 1700 years in Anhui province.Partial instability has appeared since it was open for tourists in 2000.In order to protectively exploit the rare relict of the underground quarry group in the ancient city of Huizhou,the deformations and failures of the surrounding rocks are examined from the viewpoints of engineering geological conditions and rock mechanics.This paper places its emphasis on the analysis of the tensional and shear fissures on the pillar supporting the roof,and the block collapse from the roof.Moreover,assessment of stability is carried out preliminarily.Based on the above research and assessment,prevention of the groundwater penetrating into the cave from fissures and joints can responsibly control the failure of the surrounding rock,and an effective monitoring system is needed to be set up.

【基金】 国家自然科学基金项目(大型古代地下工程的科学技术亮点及长期稳定性[40272112])
  • 【文献出处】 水文地质工程地质 ,Hydrogeology & Engineering Geology , 编辑部邮箱 ,2007年02期
  • 【分类号】TU457
  • 【被引频次】4
  • 【下载频次】157
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