下坂地坝基深厚覆盖层帷幕灌浆现场试验工艺研究

覃新闻 王继柏 宋玉才 王根龙

覃新闻, 王继柏, 宋玉才, 王根龙. 2006: 下坂地坝基深厚覆盖层帷幕灌浆现场试验工艺研究. 工程地质学报, 14(3): 419-423.
引用本文: 覃新闻, 王继柏, 宋玉才, 王根龙. 2006: 下坂地坝基深厚覆盖层帷幕灌浆现场试验工艺研究. 工程地质学报, 14(3): 419-423.
QIN Xinwen, WANG Jibai, SONG Yucai, WANG Genlong. 2006: IN-SITU EXPERIMENTS FOR DEEP CURTAIN GROUTING IN 150 M THICK OVERBURDEN DEPOSIT FOR SEEPAGE CONTROL IN HYDROPOWER DAM FOUNDATION AT XIABANDI,XINJIANG PROVINCE. JOURNAL OF ENGINEERING GEOLOGY, 14(3): 419-423.
Citation: QIN Xinwen, WANG Jibai, SONG Yucai, WANG Genlong. 2006: IN-SITU EXPERIMENTS FOR DEEP CURTAIN GROUTING IN 150 M THICK OVERBURDEN DEPOSIT FOR SEEPAGE CONTROL IN HYDROPOWER DAM FOUNDATION AT XIABANDI,XINJIANG PROVINCE. JOURNAL OF ENGINEERING GEOLOGY, 14(3): 419-423.

下坂地坝基深厚覆盖层帷幕灌浆现场试验工艺研究

详细信息
    作者简介:

    覃新闻(1960-),男,高级工程师,主要从事水利水电工程地质研究工作.Emai:l wg l14@mai.l iggcas.ac.cn

  • 中图分类号: TV543

IN-SITU EXPERIMENTS FOR DEEP CURTAIN GROUTING IN 150 M THICK OVERBURDEN DEPOSIT FOR SEEPAGE CONTROL IN HYDROPOWER DAM FOUNDATION AT XIABANDI,XINJIANG PROVINCE

  • 摘要: 新疆下坂地水利枢纽工程的坝基为深厚覆盖层,厚度达147.95m,其结构较为复杂,主要由冰碛层、冲洪积砾石层和砂土层透镜体组成,坝基防渗处理难度很大。为此,针对下坂地深厚覆盖层进行了专门的帷幕灌浆现场试验工艺研究,通过对浆液材料、配比、工艺措施和参数经过深入的分析,找出了一套适合于下坂地复杂地层的灌浆施工工艺,为初步设计提供了可靠依据。
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    [J].水利与建筑工程学报.2004,2(4)?38~40.H uang X iaon ing,Y ang Feng.Expermi ent analysis of cu rtain grout ing for seepage con trol of d am foundat ion in laboratory tes.tJour ofW aterR esources and A rch itectural Engin eering,2004,2(4)38~40.

    [2] 邢定家.深厚覆盖层渗透系数三种测定方法的对比分析
    [J].水文地质工程地质,2004,32(2)?88~89. ing D ing jia.Contrast and analyses of th ree w ays used to determ in e the coefficien t of p erm eabi lity of a th ick and deep cover--exem pl if ied by a th ick and deep cover in the X iaband i reservoirdam s ite in X in jiang.H ydrolog ical and E ngineering G eology,2004,32(2)?88~89.

    [3] 韩军,黄下宁.新疆下坂地水利枢纽工程坝基深厚覆盖层防渗措施试验研究
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出版历程
  • 收稿日期:  2006-01-11
  • 修回日期:  2006-02-26
  • 刊出日期:  2006-05-22

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