| 桩底压浆钻孔灌注桩高应变检测分析 |
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| 引用本文： | 钟才根,张锦栋,李海鹏.桩底压浆钻孔灌注桩高应变检测分析[J].工程勘察,2004(6):36-38. |
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| 作者姓名： | 钟才根 张锦栋 李海鹏 |
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| 作者单位： | 同济大学地下建筑与工程系,上海,200092;武警交通指挥部,北京,100092 |
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| 摘 要： | 本文结合桩底压浆钻孔灌注桩高应变检测工程实例 ,简要介绍了高应变检测的原理及测试方法 ;根据桩底压浆钻孔灌注桩高应变检测数据及静载试验结果 ,分析了桩端压浆的效果 ;探讨了桩的极限承载力构成中桩侧阻力与桩端阻力之间的相互关系 ,提出了最优桩端阻力的概念。
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| 关 键 词： | 钻孔灌注桩 桩底压浆 极限承载力 桩侧阻力 桩端阻力 |
Analysis on High-strain Inspection for the Drilled Piles with End Grouting |
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| Zhong Caigen et al..Analysis on High-strain Inspection for the Drilled Piles with End Grouting[J].Geotechnical Investigation & Surveying,2004(6):36-38. |
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| Authors: | Zhong Caigen |
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| Affiliation: | Zhong Caigen et al. |
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| Abstract: | Through the case histories by using high-strain insepection for the drilled piles with end grouting,the principle of high-strain inspection and the testing method are briefly introduced.According to the inspection data and the testing results the effect of the end grouting is analyzed,and the relationship between pile-side resistance and pile-end resistance for the limit bearing capacity of pile are discussed.The concept of optimal pile-end resistance is put forward. |
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| Keywords: | drilled pile end grouting ultimate bearing capacity pile-side resistance pile-end resistance |
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