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Seepage and Stability Treatment for Natural Embankment Formed by Earthquake at Xiaonanhai Reservoir

机译:小安海水库地震形成自然堤坝的渗流和稳定性处理

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Xiaonanhai Reservoir embankment was formed by earthquake in 1856. The dam structure is loose, and cavities in dam body are so large that seepage develops in dam body. It is dangerous during reservior operation. Grouting is advised and adopted for this dam rem-edy after careful study by experts. Aarge quantity of clay, fine sand, sodium solicate, and fine aggregate are mixed in cement grout. After grouting, water seepage quantity was re-duced obviously and met the design requirements of seepage stability. The characteristics of grouting in this project are effective, without the damage to dam structure and cost.
机译:小安海水库堤坝是由地震成立的1856年。大坝结构松动,坝体中的腔体如此之大,渗漏在坝体中发展。在储蓄运营期间是危险的。经过专家仔细研究后,建议并采用灌浆并采用这种大坝REM-EDY。在水泥灌浆中混合了粘土,细砂,溶酶和细聚集体的含量。在灌浆后,显然重新发出水渗水量并符合渗流稳定性的设计要求。该项目灌浆的特点是有效的,没有损坏水坝结构和成本。

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