| 某工程基桩静载荷试验结果分析 |
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| 引用本文： | 孙林柱.某工程基桩静载荷试验结果分析[J].山西建筑,2007,33(10):153-154. |
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| 作者姓名： | 孙林柱 |
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| 作者单位： | 山西省地球物理化学勘察院,山西,运城,044004 |
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| 摘 要： | 结合工程概况及场地地质条件,针对单桩竖向静载荷试验过程中出现百分表“反转”、桩“上浮”等现象,对出现异常现象的原因进行了分析,总结出在黄土及湿陷性黄土地区进行试验应注意的几点问题,以保证静载荷试验结果的真实可靠。
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| 关 键 词： | 黄土湿陷性 基准点 静载荷试验 |
| 文章编号： | 1009-6825(2007)10-0153-02 |
| 修稿时间： | 2006-11-23 |
Analysis of outcome of the static test of engineering foundation pile |
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| SUN Lin-zhu.Analysis of outcome of the static test of engineering foundation pile[J].Shanxi Architecture,2007,33(10):153-154. |
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| Authors: | SUN Lin-zhu |
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| Affiliation: | SUN Lin-zhu |
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| Abstract: | Combined with engineering situation and field geologic condition,the author analyzes the causes of dial indicator "reversion" and pile "floating" in the process of single-pile vertical static load test,and summarizes several problems should be noticed during the test in loess and collapsed loess region,in order to ensure the authenticity and reliability of static testing result. |
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| Keywords: | collapsibility of loess datum point static load test |
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