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砂砾石地层塑性混凝土防渗墙施工工法在引黄总干三级泵站应用

Application of Construction Method of Plastic Concrete Seepage-prevention Wall for Sand and Gravel Statum in Third Pumping Station,the General Main Line of the YRDP
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摘要 文中论述了万家寨引黄工程总干三级泵站场区砂砾石地层中的混凝土防渗墙在施工中采用冲击钻孔泥浆正循环法出碴及混凝土浇筑的施工工艺 The construction technology of percussion boring, mud spoiling by the positive circulation method and concrete pouring is adopted in the construction of the plastic concrete seepage-prevention wall in the sand and gravel stratum of the third pumping station,the General Main Line of the YRDP.In this paper,this construction technology is introduced in detail.
出处 《山西水利科技》 2001年第3期36-41,共6页 Shanxi Hydrotechnics
关键词 砂砾石地层 塑性混凝土 防渗墙 冲击钻 施工工法 泵站 Construction Plastic Concrete Seepage-prevention Wall Sand and Gravel Stratum Percussion Boring Mud Spoiling
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