| 天津某水泥搅拌工程桩静载抗压极限承载力测算 |
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| 引用本文： | 王新岐,杨晓蓉.天津某水泥搅拌工程桩静载抗压极限承载力测算[J].城市道桥与防洪,2010(11):37-38,50. |
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| 作者姓名： | 王新岐 杨晓蓉 |
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| 作者单位： | 天津市政工程设计研究院,天津市,300051;军事交通学院,天津市,300161 |
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| 摘 要： | 该文利用单桩静载试验的试验数据,用双曲线法推算单桩竖向抗压极限承载力,并用计算值与实测值进行对比分析,验证了用双曲线法预测单桩竖向抗压极限承载力简单、实用、拟合精度高。
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| 关 键 词： | 单桩 极限承载力 预测模型 双曲线法 |
Measurement and Calculation of Static Load Compression Limit Bearing Capacity of A Cement Agitating Engineering Pile |
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| Wang Xinqi,Yang Xiaorong.Measurement and Calculation of Static Load Compression Limit Bearing Capacity of A Cement Agitating Engineering Pile[J].Urban Roads Bridges & Flood Control,2010(11):37-38,50. |
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| Authors: | Wang Xinqi Yang Xiaorong |
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| Abstract: | The article uses the static load experimental data of a pile to deduce the vertical compression limit bearing capacity of the single pile by the double-curve process,and contrasts and analyzes the calculation value with the measured value.It is verified that it is simple and practical to use the double-curve process to forecast the vertical compression limit bearing capacity of the single pile with the high precision. |
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| Keywords: | single pile limit bearing capacity forecast model double-curve process |
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