| CFG桩复合地基沉降性状的ANSYS分析 |
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| 引用本文： | 王琏,詹亚荃.CFG桩复合地基沉降性状的ANSYS分析[J].山西建筑,2008,34(30). |
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| 作者姓名： | 王琏 詹亚荃 |
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| 作者单位： | 江西理工大学,江西,赣州,341000 |
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| 摘 要： | 首先对单桩有限元计算模型进行了论述,然后用有限元法分析了褥垫层模量、垫层厚度、桩的长径比等因素对CFG桩复合地基沉降的影响,并指出褥垫层是CFG桩复合地基的核心技术,最后得出了一些有意义的结论.
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| 关 键 词： | CFG桩 复合地基 沉降 变形 |
ANSYS analysis of CFG pile composite foundation subside function |
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| WANG Lian,ZHAN Ya-quan.ANSYS analysis of CFG pile composite foundation subside function[J].Shanxi Architecture,2008,34(30). |
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| Authors: | WANG Lian ZHAN Ya-quan |
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| Affiliation: | WANG Lian ZHAN Ya-quan |
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| Abstract: | Firstly it expounds calculative model of single pile limited unit,then analyzes the influence of factors,such as mattress-cushion layer mould capacity,thickness of cushion layer and length-diameter ratio of pile to CFG pile composite foundation subside from using limit unit method,and indicates that mattress-cushion layer is a nuclear technique of CFG pile composite foundation,finally reaches some significant conclusions. |
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| Keywords: | ANSYS |
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