| 斜坡基桩水平极限承载力及影响因素模型试验和数值模拟 |
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| 引用本文： | 程刘勇,许锡昌,陈善雄,余 飞,谢剑铭,李 剑.斜坡基桩水平极限承载力及影响因素模型试验和数值模拟[J].岩土力学,2014,35(9):2685-2691. |
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| 作者姓名： | 程刘勇 许锡昌 陈善雄 余 飞 谢剑铭 李 剑 |
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| 作者单位： | 中国科学院 武汉岩土力学研究所 岩土力学与工程国家重点实验室，武汉 430071 |
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| 基金项目： | 十二五国家科技支撑计划资助项目（No. 2011BAB10B02）；国家自然科学基金项目（No. 51079142）。 |
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| 摘 要： | 斜坡上的基桩具有承重和阻滑的双重功能,其受力变形性状远比平地上的情形复杂。采用模型试验和数值模拟相结合的方法研究了其水平承载特性及影响因素。模型试验结果表明:临坡距对基桩的水平承载变形性能有较大影响。同一级荷载下,临坡距较大的桩身水平位移小于临坡距较小的基桩;临坡距较大基桩的临界荷载和极限承载力也大于临坡距小的基桩。数值模拟研究结果表明:基桩水平极限承载力随着斜坡坡比的增大而减小,随着临坡距的增大而增大,与模型试验的结果基本一致。对比分析了斜坡和平地基桩水平承载变形性能的差别,得出了可考虑坡比和临坡距的斜坡基桩水平极限承载力简便计算方法,可为有关规范的修订以及工程设计提供参考。
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| 关 键 词： | 水平荷载 极限承载力 斜坡基桩 模型试验 数值模拟 |
| 收稿时间： | 2013-05-31 |
Model test and numerical simulation of horizontal bearing capacity and impact factors for foundation piles in slope |
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| CHENG Liu-yong,XU Xi-chang,CHEN Shan-xiong,YU Fei,XIE Jian-ming,LI Jian.Model test and numerical simulation of horizontal bearing capacity and impact factors for foundation piles in slope[J].Rock and Soil Mechanics,2014,35(9):2685-2691. |
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| Authors: | CHENG Liu-yong XU Xi-chang CHEN Shan-xiong YU Fei XIE Jian-ming LI Jian |
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| Institution: | State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071，China |
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| Abstract: | The foundation pile in the slope soil has the dual function of load-bearing and slip resistance. The horizontal force character of it is more complex than the pile in the flat ground. Numerical experiments and model tests are used to study bearing characters and influence factor. Results of the model test show that the distance from the top of the slope has a great impact on horizontal bearing deformation properties of the pile. Under the same level of the load, the horizontal displacement of the pile with a bigger distance is less than that of the pile with a smaller distance. The critical load and ultimate bearing capacity of the pile with a bigger distance is larger than that of the pile with a smaller distance. The result of numerical simulation shows that the horizontal ultimate bearing capacity decreases with the increase of the slope ratio and increases with the growth of the distance from the top of the slope, which is same as the result of model tests. Differences between horizontal bearing deformation properties of piles in the slope and piles in the flat ground are discussed and the calculation method of horizontal bearing capacity of pile in the slope is developed, which can provide a reference to specification revision and engineering design. |
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| Keywords: | horizontal load ultimate bearing capacity foundation pile in slope model test numerical simulation |
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