摘要
对刚性基础和柔性基础下公路地基抗液化能力的变化状况进行了研究,并对地基液化指数进行了探讨,根据研究结果给出了考虑公路路基影响的地基液化处理方案。
It researches variable condition on anti-liquefaction of foundation of highway under rigid base and flexible base, discusses liquefaction index, and puts forward disposal plan according to result which is based on considering influencing of foundation of highway.
引文
[1]乔太平,刘惠珊.可液化场地的危害性分析[M].北京:地震出版社,1984.22-23.
[2]林本海,谢定义.复合地基的液化检验理论及其应用[M].北京:中国水利水电出版社,1999.64-65.
[3]JTJ0049-89,公路工程抗震设计规范[S].