| 软弱土场地大吨位竖向抗压静载试验技术分析 |
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| 引用本文： | 张军生.软弱土场地大吨位竖向抗压静载试验技术分析[J].福建地质,2009,28(2):143-148. |
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| 作者姓名： | 张军生 |
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| 作者单位： | 福建省建设工程物探试验检测中心,福州,350011 |
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| 摘 要： | 单桩竖向抗压极限承载力值是桩基重要的评价指标，确保静载试验过程可靠安全、数据真实准确至关重要。根据工程实例探讨软弱土场地大吨位竖向抗压承载力试验过程的技术分析和保障措施。
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| 关 键 词： | 大吨位 竖向抗压静载 软弱土场地 技术分析 |
On Technical Analysis of the Large-tonnage Vertical Resisting Compression Statical Test for the Weak Soil Ground |
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| Zhang Junsheng.On Technical Analysis of the Large-tonnage Vertical Resisting Compression Statical Test for the Weak Soil Ground[J].Geology of Fujian,2009,28(2):143-148. |
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| Authors: | Zhang Junsheng |
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| Institution: | Zhang Junsheng(Fujian Geophysical Prospecting Test and Detecting Center of Construction Works,Fuzhou,350011) |
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| Abstract: | The ultimate bearing resistance values of vertical resisting compression for a single pile are an important evaluating indicator of a pile foundation.It is of crucial importance to ensure the solidity and safety of a statical test and the verity and accuracy of the quantitative data.Taking an engineering case for an example,the paper presents the technical analysis and the safeguard mechanism of large-tonnage vertical resisting compression bearing strength test for the weak soil ground. |
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| Keywords: | large-tonnage vertical resisting compression dead load weak soil ground technical analysis |
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