| 根据试桩成果反分析灌注桩的设计参数 |
| |
| 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(岩土钻掘工程),2012,39(8):61-64. |
| |
| 作者姓名： | 贺诗选 张娇 李强 |
| |
| 作者单位： | 北京爱地地质勘察基础工程公司,北京100144 |
| |
| 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。
|
| 关 键 词： | 钻孔灌注桩 试桩 设计参数 反分析 |
Inverse Analysis on Design Parameters of Bored Grouting Pile According to the Pile Testing Results |
| |
| 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:Rock & Soil Drilling and Tunneling,2012,39(8):61-64. |
| |
| Authors: | HE Shi-xuan ZHANG Jiao and LI Qiang |
| |
| Affiliation: | Beijing Aidi Geotechnical Investigation & Foundation Engineering Company,Beijing Aidi Geotechnical Investigation & Foundation Engineering Company,Beijing Aidi Geotechnical Investigation & Foundation Engineering Company |
| |
| Abstract: | Based on the original data of bored pile static loading test and stratigraphic data, combined with the related specifications and using the inverse analysis method, the ultimate end resistance standard value qsik and ultimate lateral resistance 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. |
| |
| Keywords: | bored grouting pile pile testing design parameter inverse analysis |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
| 点击此处可从《探矿工程(岩土钻掘工程)》浏览原始摘要信息 |
|
点击此处可从《探矿工程(岩土钻掘工程)》下载全文 |
