合理利用液化土层的探讨

Discussion about Reasonable Utilization of Liquefaction Soil Layer

通过分析在基础作用下,有非液化盖层时液化土产生喷水冒砂的机理,对根据《建筑抗震设计规范》判断为液化的土层是否可以作持力层提出一种方法。

By analyzing the mechanism of sand and water spewing of the liquefiable foundation soil with nonliquefiable soil layer above under the effect of foundation,the author of this article advances a method to judge if the foundation soil,which is determined to be liquefiable soil according to code for seismic design of buildings,can be used as the bearing stratum directly.