贵州省某机场区高填方体地基稳定性分析  

An research on the stability of the high embankment foundation of an airport in Guizhou

作　　者：樊东[1] 严明[1] 

机构地区：[1]成都理工大学环境与土木工程学院

出　　处：《山西建筑》2007年第33期116-117,共2页Shanxi Architecture

摘　　要：以某机场高填方体地基为依据,在对机场高填方体地基进行地质分析的基础上,结合机场六个剖面的具体情况利用Bishop法等三种二维数值计算方法对剖面逐一进行二维数值计算,由此计算结果分析机场地基的稳定性,得出该机场高填方体地基稳定性的评价和处理意见。It is base on an airport＇s high embankment foundation geologic analysis,and combine six section material things,and use three 2D computing methods,for example Bishop,to calculate these six section one by one.Use the result of calculate to analyse the stability of the airport foundation.And have the estimate and disposal methods of stability of the airport＇s high embankment foundation.

关 键 词：高填方体地基 地质分析 二维数值分析 稳定性 

分 类 号：TU441[建筑科学—岩土工程]