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象山水电站土石坝防渗墙塑性混凝土性能试验研究

Experimental study on performance test for plastic concrete of cutoff wall of rock and earth-fill dam for Xiangshan Hydropower Station
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摘要 结合象山水电站现场施工条件,采用5~31.5 mm连续级配天然砂石做塑性混凝土的粗骨料,且只掺用膨润土,进行了连续级配的槽板式和现浇式塑性混凝土新拌、硬化、变形、相对渗透系数及允许渗透比降等试验性能研究,推荐出合理混凝土配合比,获得了成功应用。 During the construction of Xiangshan Hydropower Station,the natural sandy gravel with the continuous gradation of 5~31.5 mm is used as the aggregate for plastic concrete mixed only with bentonite in accordance with the construction condition in situ,.For the slot-plate and cast-in-situ plastic concretes with continuous gradation,the performance studies on the properties such as newly mixing,hardening,deformation,relative permeability coefficient,allowable seepage gradient etc.are studied,and then reasonable...
出处 《水利水电技术》 CSCD 北大核心 2008年第12期12-15,共4页 Water Resources and Hydropower Engineering
关键词 防渗墙 塑性混凝土 性能试验 象山水电站 cutoff wall plastic concrete performance experiment Xiangshan Hydropower Station
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参考文献4

  • 1[2]DL/T 5150-2001,水工混凝土试验规程[S].
  • 2[1]DL/T 5144-2001,水工混凝土施工规范[S].
  • 3[3]DL/T 5199-2004,水电水利工程混凝土防渗墙施工规范[S].
  • 4[5]建筑施工手册[Z].北京:中国建筑工业出版社,2003.

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