| 桩基测试中基于荷载传递法的应用程序开发 |
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| 引用本文： | 陈广晴,陈广峰,陈建平.桩基测试中基于荷载传递法的应用程序开发[J].兰州理工大学学报,2004,30(4):115-117. |
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| 作者姓名： | 陈广晴 陈广峰 陈建平 |
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| 作者单位： | 江苏省丰县建筑工程质量监督站,江苏,徐州,2214001;中国矿业大学,建筑工程学院,江苏,徐州,221008;邳州市建筑工程管理局,江苏,邳州,221300 |
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| 摘 要： | 结合自平衡加载试验,研究了荷载传递法求解桩在各个土层界面处的轴力和各个分单元的侧摩阻力,根据荷载传递解析法的假定得到试验桩的极限承载力和桩顶的沉降;同时,基于荷载传递法的解析原理,开发出专用于自平衡加载试验计算的应用程序.
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| 关 键 词： | 荷载传递法 自平衡加载 侧摩阻力 单桩极限承载力 |
| 文章编号： | 1000-5889(2004)04-0115-03 |
| 修稿时间： | 2003年10月16 |
Development of application program for pile-base test with load transfer method |
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| CHEN Guang-qing,CHEN Guang-feng,CHEN Jian-ping.Development of application program for pile-base test with load transfer method[J].Journal of Lanzhou University of Technology,2004,30(4):115-117. |
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| Authors: | CHEN Guang-qing CHEN Guang-feng CHEN Jian-ping |
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| Institution: | CHEN Guang-qing~1,CHEN Guang-feng~2,CHEN Jian-ping~3 |
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| Abstract: | With the help of self-balanced loading test(Osterberg cell),the application of load transfer method in solving the axial force of the pile at different interfaces of soil strata and the side frictional drags at different pile sections is investigated.The terminal bearing capacity of the tested pile and subsidence of the pile-head are obtained according to the assumption of analytical load transfer method.Meanwhile,an application program specifically used for Osterberg cell test and computation is developed according to the analytical principal of load transfer method. |
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| Keywords: | load transfer method self-balanced loading side frictional drag terminal bearing capacity of single pile |
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