横向荷载作用下单桩基础倾覆特性的数值模拟

2013 Fifth International Conference on Measuring Technology and Mechatronics Automation Pub Date : 2013-01-16 DOI:10.1109/ICMTMA.2013.187

Yung-Tian Liu

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引用次数: 1

摘要

对于某些结构，单桩基础的倾覆行为将是控制因素。本文采用有限元法对棱柱形、钟形和阶梯锥形单桩的倾覆行为进行了分析。研究了地基与土体的相互作用规律。在此基础上，提出了反倾销对策建议，从而从经济上解决反倾覆问题。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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Numerical Simulation on Overturning Behavior About Single Pile Foundation under Lateral Loadings

For some structures, the overturning behavior of a single pile foundation will be the controlling factor. This paper is to present the overturning behaviors about prismatic, belled and step tapered single piles by using the FEM method. The interaction laws between foundations and the soil were investigated. Based on these results, the antidumping countermeasures were suggested, thus to solve anti-overturning issues economically.

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2013 Fifth International Conference on Measuring Technology and Mechatronics Automation

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