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新疆粘土心墙砂砾石坝关键技术研究

Study on key construction technologies of sand-gravel dam with clay core in Xinjiang

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【作者】 邓铭江夏新利李湘权汪洋李新江徐燕

【Author】 DENG Mingjiang1,XIA Xinli2,LI Xiangquang1,WANG Yang3,LI Xinjiang4,XU Yan1(1.Department of Water Resources of Xinjiang Uygur Autonomous Region,rümqi 830000,Xinjiang,China; 2.Administrative Bureau of Xinjiang Kezier Reserviorin,Kuqa 842313,Xinjiang,China; 3.Xinjiang Survey and Design Institute of Water Resources and Hydropower,rümqi 830000,Xinjiang,China; 4.Xinjiang Administration Bureau of Ertix River Basin Development Project,rümqi 830000,Xinjiang,China)

【机构】 新疆水利厅新疆克孜尔水库管理局新疆水利水电勘测设计研究院新疆额尔齐斯河工程开发建设管理局

【摘要】 分析总结了粘土心墙坝在新疆的发展与建设情况,针对所遇到的中强以上地震多发区、活断层比较发育等不良地质环境条件,以及特殊不良工程特性防渗土料,全面系统地总结提出了在中强以上地震多发区修筑粘土心墙砂砾石坝的关键技术体系,研究建立了活断层筑坝关键技术体系,以及高压缩性土料坝体变形和主、副坝沉降差控制技术。为粘土心墙坝推广应用和安全性能的提高,提供了重要的技术保障。

【Abstract】 The status of development and construction of the sand-gravel dam with clay core in Xinjiang is analyzed and summarized herein;in which the system of the key technologies for the construction of this kind of dam with the impervious soil materials of poor engineering properties under an unfavorable geological condition of relatively developed active faults within an earthquake zone prone to moderate to strong seismic activities is comprehensively and systematically summarized and then proposed.On the basis of this,the key technical system for the dam construction on active faults,including the technologies for control of deformation of dam body built with high compressive soil materials and the settlement difference between the main and the auxiliary dams,is studied and established;which not only provide an important technical guarantee for enhancing the safety of this kind of dam as well as its application and popularization,but also has a significance to raise the levels of both the construction and operation of the dam concerned.

【基金】 国家科技支撑项目(2008BAB42B09、2008BAB42B03)资助
  • 【文献出处】 水利水电技术 ,Water Resources and Hydropower Engineering , 编辑部邮箱 ,2011年11期
  • 【分类号】TV641.41;TV52
  • 【被引频次】1
  • 【下载频次】218
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