| 根据试桩成果反分析灌注桩的设计参数 |
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| 引用本文： | 贺诗选,张娇,李强.根据试桩成果反分析灌注桩的设计参数[J].探矿工程,2012,39(8):61-64. |
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| 作者姓名： | 贺诗选 张娇 李强 |
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| 作者单位： | 北京爱地地质勘察基础工程公司,北京100144 |
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| 摘 要： | 利用钻孔灌注桩试桩报告中的静载荷试验原始数据和地层资料,结合规范,利用反分析的方法确定各地层的极限端阻力标准值qpk和极限侧阻力标准值qsik。可将试桩成果推广应用到场地附近任意桩长和桩径的桩型设计中。
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| 关 键 词： | 钻孔灌注桩 试桩 设计参数 反分析 |
| 收稿时间： | 2012/2/14 0:00:00 |
| 修稿时间： | 2012/6/21 0:00:00 |
Inverse Analysis on Design Parameters of Bored Grouting Pile According to the Pile Testing Results |
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| HE Shi-xuan,ZHANG Jiao and LI Qiang.Inverse Analysis on Design Parameters of Bored Grouting Pile According to the Pile Testing Results[J].Exploration Engineering(Drilling & Tunneling),2012,39(8):61-64. |
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| Authors: | HE Shi-xuan ZHANG Jiao and LI Qiang |
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| Institution: | (Beijing Aidi Geotechnical Investigation ＆ Foundation Engineering Company, Beijing 100144,China) |
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| Abstract: | Based on the original data of bored pile static loading test and stratigraphic data, combined with the related spec- ifications and using the inverse analysis method, the uhimate end resistance standard value qsik and ultimate lateral resist- ance standard value qpk of each stratum were determined. Pile testing results can be applied to the pile design in any length and any diameter near the construction site. |
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| Keywords: | bored grouting pile pile testing design parameter inverse analysis |
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