首页> 外文会议>International symposium on concrete faced rockfill dams(CFRD2000) >INTEGRAL MODEL TEST AND RESEARCH ON SR ANTI-SEEPAGE AND WATERTIGHT STRUCTURES OF PERIMETRIC JOINT FOR 230m HIGH CONCRETE FACED DAM
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INTEGRAL MODEL TEST AND RESEARCH ON SR ANTI-SEEPAGE AND WATERTIGHT STRUCTURES OF PERIMETRIC JOINT FOR 230m HIGH CONCRETE FACED DAM

机译:230m面板混凝土坝周向缝SR防渗水密结构整体模型试验与研究

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摘要

A large scale of motel test method is used for this project to simulate the extreme operation conditions of perimetric joint of 230m high concrete faced dam with 3 types of "SR plastic watertight materials". 5 items of test results for successive 10000hrs for perimetric joint structures of integral model has been achieved. The key design are worked out for perimetric joint treatment of 230m high concrete faced dam.
机译:该项目采用了大规模的汽车旅馆测试方法,以模拟3种类型的“ SR塑料水密材料”对230m高混凝土面板坝的周向接缝的极限运行条件。完整模型的周向接头结构连续10000小时获得了5个测试结果。关键设计是针对230m高混凝土面板坝的周向缝处理。

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