| 基岩中变截面嵌岩桩的可行性研究 |
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| 引用本文： | 陈新焱,李宏强.基岩中变截面嵌岩桩的可行性研究[J].山西建筑,2014(9):52-54. |
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| 作者姓名： | 陈新焱 李宏强 |
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| 作者单位： | 山西建筑工程（集团）总公司,山西太原030001 |
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| 摘 要： | 根据现场实际施工情况,提出基岩中变截面入岩方案,并基于大型ANSYS有限元分析软件对基岩中变截面嵌岩桩与等截面嵌岩桩进行了抗压、抗拔与水平承载力的数值模拟研究,通过分析得出采用基岩中变截面嵌岩桩代替等截面嵌岩桩是可行的。
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| 关 键 词： | 变截面嵌岩桩 有限元 承载力 数值模拟 |
Feasible study on the socketed pile with variable cross section in bedrock |
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| CHEN Xin-yan,LI Hong-qiang.Feasible study on the socketed pile with variable cross section in bedrock[J].Shanxi Architecture,2014(9):52-54. |
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| Authors: | CHEN Xin-yan LI Hong-qiang |
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| Affiliation: | ( Shanxi Construction Engineering( Group ) Corporation, Taiyuan 030001, China ) |
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| Abstract: | According to actual field construction conditions, the article puts forward socketed pile scheme with variable cross section in bedrock, and carries out numerical simulation study on the anti-pressure, anti-pulling and horizontal bearing capacity of the socketed pile with variable cross section and socketed pile with equivalent cross section based on ANSYS finite element software, and finds out that： the socketed pile with variable cross section replacing socketed pile with equivalent cross section is feasible. |
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| Keywords: | socketed pile with variable cross section finite element bearing capacity numerical simulation |
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