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卵砾石层中地下水库截渗坝设计与施工参数研究

STUDY OF DESIGN AND CONSTRUCTION PARAMETERS FOR UNDERGROUND RESERVOIR INTER-SEEPAGE DAM IN PEBBLE BED

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【作者】 李相然姚志祥赵春富高明久

【Author】 Li Xiangran1,Yao Zhixiang2,Zhao Chunfu3,Gao Mingjiu3 (1Department of Civil Engineering,Yantai University, Yantai 264005 China ) (2Department of Earth Science,Nanjing University, Nanjing 210093 China) (3Dadi Anti-seepage Consolidation Engineering and Co. Ltd., Yantai 264100 China )

【机构】 烟台大学土木工程系南京大学地球科学系烟台大地防渗加固工程有限公司烟台大地防渗加固工程有限公司 烟台264005南京210093烟台264100烟台264100

【摘要】 建设地下水库已成为世界上解决供水问题的有效措施和基本手段,其工程关键是建设好地下截渗坝。以烟台滨海平原地带地下水库工程为例,在分析场地水文地质工程地质条件的基础上,详细研究了地下水库截渗坝的设计参数,提出了卵砾石层中地下水库截渗坝新的结构形式,并分析了其结构特点,探讨了卵砾石层截渗坝施工参数和质量控制问题。最后,对其防渗效果进行了检验与分析。

【Abstract】 The construction of underground reservoir has become a good measurement and basic method to solve the water supply in the world,and the key of this engineering is the construction of underground inter-seepage dam. The project of the underground reservoir in littoral zone of the Yantai City is taken as a case study. Based on the analysis of ground condition of hydrogeology and engineering geology,the design parameters of the underground reservoir inter-seepage dam in pebble bed are studied. Two new structure types of the underground reservoir inter-seepage dam in pebble bed are proposed. Their structure characteristics are also analyzed. The construction parameters and quality control of the inter-seepage dam in pebble bed are discussed. Finally,the impervious effects are tested and analyzed.

  • 【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 ,2003年08期
  • 【分类号】TV543
  • 【被引频次】7
  • 【下载频次】181
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