| 非软弱地基路基沉降变形的分析研究 |
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| 引用本文： | 崔丽娅,尹志伟. 非软弱地基路基沉降变形的分析研究[J]. 内蒙古公路与运输, 2012, 0(3): 33-34 |
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| 作者姓名： | 崔丽娅 尹志伟 |
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| 作者单位： | 1. 唐山天昱市政工程有限公司,河北唐山,063000
2. 中国建筑东北设计研究院有限公司 |
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| 摘 要： | 利用ADINA有限元软件,采用摩尔-库仑模型,对非软弱地基路基的沉降进行了模拟计算。考虑路堤逐级加载过程,得出非软弱地基路基的沉降时间曲线和部分沉降规律,即：路基的沉降变形主要发生在施工期间,其工后沉降相对较小;路基面的竖向变形主要来自于地基的沉降,路堤堤身的变形量相对较小,对于黏性土填料约占总沉降量的0.5%。
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| 关 键 词： | 路基沉降 修正剑桥模型 修正的分层总和法 |
Research on roadbed settlement deformation of non-weak foundation |
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| CUI Li-ya,YIN Zhi-wei. Research on roadbed settlement deformation of non-weak foundation[J]. Highways & Transportation in Inner Mongolia, 2012, 0(3): 33-34 |
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| Authors: | CUI Li-ya YIN Zhi-wei |
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| Affiliation: | CUI Li-ya YIN Zhi-wei |
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| Abstract: | This paper has used ADINA finite element software and Moore-coulomb model to simulate and calculate roadbed settlement deformation of non-weak foundation.Considered the embankment gradually loading process,settlement-time curve and part of settlement regularity of non-weak foundation is concluded,namely,subgrade settlement deformation occurs mainly during the construction period,the settlement after their work is relatively small;the vertical deformation of the subgrade surface is mainly from the settlement of the foundation,the amount of the dike embankment deformation is relatively small,for clayey soil,packing accounts for about 0.5% of total settlement amount. |
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| Keywords: | roadbed settlement modified Cambridge model~ correctional layerwise summation method |
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