首页 | 本学科首页   官方微博 | 高级检索  
     检索      

复杂场地条件下砂土液化的判别问题
引用本文:姚大全.复杂场地条件下砂土液化的判别问题[J].地震地质,1993,15(2):186-192.
作者姓名:姚大全
作者单位:安徽省地震局 合肥
摘    要:从简单场地条件下砂土液化的判别入手,系统介绍一般场地液化判别的基本步骤,重点分析在复杂工程场地条件下,如何全面考虑各种因素以合理选取地震液化判据。文中结合某大桥地基土液化判别实例,多方位探讨判别特殊重大工程地基土液化的有效方法,讨论了液化深度问题,与此同时,尚考虑到液化和滑塌等地质灾害的相关效应

关 键 词:复杂场地  液化判据  液化深度  相关效应

DETERMINATION OF SAND SOIL LIQUEFACTION UNDER COMPLEX SITE CONDITION
Yao Daquan.DETERMINATION OF SAND SOIL LIQUEFACTION UNDER COMPLEX SITE CONDITION[J].Seismology and Geology,1993,15(2):186-192.
Authors:Yao Daquan
Abstract:The procedure for determination of soil liquefaction in general sites is systematicly introduced as well as how reasonably select the criterion of sand soil liquefaction under complex sites,taking the various factors into consideration.Discussed here is an effctive method available for predicting the liquefaction of sand soil, especially for the important engineering projects, along with the example of the liquefaction of the bridge foundation. The depth to which the liquefaction of soils may be generated is disscussed as well, allowing for some relative effects of the geologic harzards in regard to the liquefaction and collapes.
Keywords:Complex site  Criterion for liquefaction  Liquefaction depth  Relative effect
本文献已被 CNKI 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号