摘要
以《铁路工程抗震设计规范》(GB50111-2006)为依据,并结合工程实例系统的论述了铁路路基砂土液化判别依据及场地砂土液化的评价方法,并提出合理的处理措施以保证铁路路基稳定。
According to code for seismic design of railway engineering(GB50111-2006),the criterion of sand liquefaction of railway subgrade and the method in identification of liquefaction of sandy ground are dissertated systematically combined with engineering,and the rational measures to stabilize the railway subgrade are suggested.
出处
《土工基础》
2009年第1期39-41,45,共4页
Soil Engineering and Foundation
关键词
砂土液化
铁路路基
地震
sand-soil liquefaction
railway subgrade
earthquake
