摘要
通过堤防工程堤基砂土地震液化计算参数取值探讨,创新性地提出了选取正常高设计水位计算工程正常运用时地下水位埋深的观点,对堤防工程堤基砂土地震液化正确判定有重要意义。
Based on discussion on parameters value of liquefaction during earthquake of embankment foundation soil,the authors innovatively put forward that normal water level for design is used as underground water level at project normal state.It is significant to determinate sand liquefaction correctly of embankment foundation soil.
出处
《资源环境与工程》
2009年第5期657-659,729,共4页
Resources Environment & Engineering
关键词
堤防工程
堤基
地震液化
参数取值
embankment project
embankment foundation
earthquare liquefaction
parameter value
