| 基于有限单元法的弹性抗滑桩内力计算 |
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| 引用本文： | 王建林.基于有限单元法的弹性抗滑桩内力计算[J].浙江交通职业技术学院学报,2013,14(2):11-14. |
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| 作者姓名： | 王建林 |
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| 作者单位： | 浙江交通职业技术学院,杭州,311112 |
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| 摘 要： | 以基于有限单元法,提出一种新的基于温克尔弹性地基抗滑桩内力计算模式,在不需要滑动面处的连续性条件且能克服差分法的局限性下,计算出抗滑桩桩身处的最大弯矩.本文通过简化计算公式的推导,即可以缩短计算工时,同时易于掌握,可为类似工程的计算分析提供参考.
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| 关 键 词： | 层次法 抗滑桩 土坡稳定性 评价 |
Anti - slide Pile Internal Force Calculation of the Finiteelement Method Based on Elastic |
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| WANG Jian-lin.Anti - slide Pile Internal Force Calculation of the Finiteelement Method Based on Elastic[J].Journal of Zhejiang Vocational and Technical Institute of Transportation,2013,14(2):11-14. |
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| Authors: | WANG Jian-lin |
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| Institution: | WANG Jian- lin (Zhejiang Imtitute of Communications, Hangzhou 311112, China) |
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| Abstract: | To based on the finite dement method, proposed a new calculation model of temperature Kerr elastic foundation anti - slide pile based on continuity conditions, without the need of slip surface and can overcome the limitations of the difference method, to calculate anti - slide pile pile in the maximum bending moment. In this paper, the simplified calculation formula is derived, which can shorten the computing time, and easy to master, but analysis of the calculation of similar projects provide the basis. |
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| Keywords: | AHP anti-slide pile slope stability evaluation |
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