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乌江渡水电站岩溶地区高压灌浆施工特殊情况的处理 被引量:3

Disposal Method for Special Condition in High Pressure Grouting Engineering at Karst Area
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摘要 乌江渡水电站扩机地下厂房防渗帷幕工程身处岩溶发育地区 ,工程地质条件复杂 ,地质构造以层间错动断层为主 ,并有部分陡倾角断层发育 ,岩层受构造挤压强烈 ,断层、节理、破碎带发育 ;水平岩溶、垂直岩溶发育。以此工程为例介绍了高压灌浆施工工艺 。 The anti-seepage curtain engineering for expansion of underground building of Wujiangdu generating set is situated at the place where Karst is well development, which reflects the complex engineering geology conditions. Furthermore, the geological structure mainly consists of deflected faultage within strata, accompanied with some matrue vertical obliquity faultages, intensively extruded rock strata, mature faultages, joints, and fragmentation, mature horizontal Karst and vertical Karst. This paper takes this engineering as an example to introduce the process of high-pressure-grouting, and elaborates some special problems in high-pressure-grouting and puts forward disposal methods.
出处 《探矿工程(岩土钻掘工程)》 2005年第1期13-15,17,共4页 Exploration Engineering:Rock & Soil Drilling and Tunneling
关键词 乌江渡水电站 岩溶地区 高压灌浆 防渗帷幕 Wujiangdu hydroelectric station Karst area high pressure grouting anti-seepage curtain
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  • 1DL/T5148-2001.水工建筑物水泥灌浆施工技术规范[S].[S].,..
  • 2李世忠.钻探工艺学[M].北京:地质出版社,1988.

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