六岭水库坝体渗流分析与安全评价
Guangxi Water Resources & Hydropower Engineering(2010)
Abstract
结合现场踏勘及室内土工试验成果,采用有限单元法对六岭水库坝体在正常蓄水位、设计洪水位、校核洪水位等工况下的渗流稳定进行了分析与安全评价。渗流分析结果表明:坝体存在较大渗流安全隐患,其渗流安全综合评价为C级,应及时采取坝体心墙灌浆、重建排水棱体等加固措施。
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Key words
Finite element method,embankment dam,safety appraisal,seepage analysis
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