| 堆载预压法加固软基土体稳定性的有限元分析 |
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| 引用本文： | 杨力,莫文杰,向臻锋.堆载预压法加固软基土体稳定性的有限元分析[J].山西建筑,2007,33(33):140-141. |
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| 作者姓名： | 杨力 莫文杰 向臻锋 |
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| 作者单位： | 广东省建筑设计研究院深圳分院,广东,深圳,518001 |
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| 摘 要： | 堆载预压过程中,进行相应的稳定分析对于控制加载速率、确定加载高度是必须进行的一项工作,采用有限单元法对此进行了探讨,详细阐述了有限元理论分析边坡稳定的几种重要因素,并考虑分步堆载的特点,模拟堆载过程,具有一定的工程实际意义。
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| 关 键 词： | 堆载预压 有限元分析 土体稳定性 |
| 文章编号： | 1009-6825（2007）33-0140-02 |
| 修稿时间： | 2007-06-01 |
Limited unit analysis of reinforced soft base soil stability by piling load pre-pressure method |
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| YANG Li,MO Wen-jie,XIANG Zhen-feng.Limited unit analysis of reinforced soft base soil stability by piling load pre-pressure method[J].Shanxi Architecture,2007,33(33):140-141. |
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| Authors: | YANG Li MO Wen-jie XIANG Zhen-feng |
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| Affiliation: | YANG Li MO Wen-jie XIANG Zhen-feng |
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| Abstract: | During the process of piling load pre-pressure,relative stability analysis is a necessity of controlling loading rate and fixing loading height,discusses it by limited unit analysis,and elaborates some important factors of slope stability analysis by limited unit analysis.Considering features step by step piling,it simulates piling process,has a certain project significance. |
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| Keywords: | piling pre-pressure limited unit analysis soil stability |
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