摘要
就粉(砂)土液化等级的判别和处理中土层划分不准确、标贯击数没有代表性、地下水位无法确定及液化处理考虑不合理等问题作了论述,同时提出了相应的解决办法及措施,以达到确保工程安全的前提下节省工程造价,缩短工期的目的。
It illustrates that the soil layer division is inaccurate, unreprentative measured standard penetration test is not representative, under ground water level is hard to judge and the liquefaction is unreasonable. Meanwhile, it puts forward corresponding solving methods and mea sures, so as to achieve the goal of saving project cost and shortening construction period on the premise of guaranteeing the safety of project.
出处
《山西建筑》
2009年第6期123-124,共2页
Shanxi Architecture
关键词
粉(砂)土层
液化等级
液化指数
sandy silt layer, liquefaction level, liquefaction index