| PCC单桩性状室内模型试验研究 |
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| 引用本文： | 张晓健,刘汉龙,高玉峰,何筱进.PCC单桩性状室内模型试验研究[J].岩土力学,2004,25(9):1495-1498. |
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| 作者姓名： | 张晓健 刘汉龙 高玉峰 何筱进 |
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| 作者单位： | 河海大学,岩土工程研究所,江苏,南京,210098 |
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| 摘 要： | PCC桩是一种获得专利的新型桩，对其进行室内模型试验研究尚无先例。通过自行研制的加载系统和量测系统装置，对单桩进行室内模型试验，分析了其在竖向荷载下的工作性状，得到了桩顶的P-S曲线与桩周土压力分布曲线，其结果与荷载传递函数计算的结果吻合较好。
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| 关 键 词： | PCC桩 模型试验 竖向荷载 性状 荷载传递 |
| 文章编号： | 1000-7598-(2004)09-1495-04 |
| 修稿时间： | 2004年1月4日 |
Model test study on properties of PCC single pile |
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| ZHANG Xiao-jian,LIU Han-long,GAO Yu-feng,HE Xiao-jin.Model test study on properties of PCC single pile[J].Rock and Soil Mechanics,2004,25(9):1495-1498. |
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| Authors: | ZHANG Xiao-jian LIU Han-long GAO Yu-feng HE Xiao-jin |
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| Abstract: | PCC pile is a new type of pile that has been granted for patent. But the study on model test of it had not been carried out. Now the test of PCC single pile has been done through the loading system and measurement system in Hohai Univ., and the properties of it under vertical load are analyzed. The P-S curve of the pile head and the distribution of the earth pressure along the pile body are also obtained. The computed results according to the load-transfer function show the close agreement with the measured data. |
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| Keywords: | PCC pile model test vertical load properties load-transfer |
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