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