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Influencing Factors and Evaluation Indexes of the Stress of Bridge Pile Foundation in Karst Area

机译:岩溶地区桥梁桩基压力影响因素及评价指标

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It is a very complex problem of pile foundation stability evaluation in karst area, which has been gotten more and more attention in the engineering field. There are many factors that affect the mechanical properties of the pile foundation, including the size, quantity and spacing of the karst. In this paper, numerical simulation is carried out, the results show with the cave number increases, pile axial force increases overall. The larger the size of the cave or the smaller the spacing of the cave, the greater the additional axial force of the pile under the same depth. The cave size has the greatest influence on the additional axial force of pile, and the cave spacing has minimum influence.
机译:喀斯特地区桩基稳定性评价是一个非常复杂的问题,在工程领域得到了越来越多的关注。有许多因素影响桩基的机械性能,包括岩溶的尺寸,数量和间距。在本文中,进行了数值模拟,结果表明洞穴数量增加,桩轴力总体上升。洞穴的尺寸或洞穴间距越大,桩的额外轴向力越大。洞穴尺寸对桩的额外轴向力有最大的影响,洞穴间距具有最低影响。

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