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路基沉降变形机理及发展过程的分析研究
引用本文:朱俊生,聂欣.路基沉降变形机理及发展过程的分析研究[J].山西建筑,2008,34(20).
作者姓名:朱俊生  聂欣
作者单位:1. 胜利油田胜建集团,山东,东营,257094
2. 重庆交通科研设计院,重庆,400067
摘    要:针对高填方路基路堤高度大、自身沉降值大的特点,从地基和路堤自身沉降两个方面探讨了高填方路基的沉降变形机理,对路基沉降的发展过程进行了分析,并得出了一些有益的结论,以供参考。

关 键 词:路基沉降  地基沉降  荷载  路堤

The analysis and research on the roadbed settlement deformation principle and the develop process
ZHU Jun-sheng,NIE Xin.The analysis and research on the roadbed settlement deformation principle and the develop process[J].Shanxi Architecture,2008,34(20).
Authors:ZHU Jun-sheng  NIE Xin
Affiliation:ZHU Jun-sheng NIE Xin
Abstract:Aiming at the characters of the big height of high filling roadbed bank and the value of self settlement is big;it discusses the settlement deformation principle of high filling roadbed from the self settlement of roadbed and foundation,analyses the develop process of roadbed settlement,and deduces some useful conclusion,to supply reference.
Keywords:roadbed settlement  foundation ditch settlement  load  road bank
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