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首页> 外文期刊>Iranian Journal of Science and Technology, Transactions of Civil Engineering >Upper Bound Analysis of the Effect of Footing Roughness on N_γ and the Failure Mechanism of a Strip Footing
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Upper Bound Analysis of the Effect of Footing Roughness on N_γ and the Failure Mechanism of a Strip Footing

机译:立足粗糙度对N_γ的影响的上限分析和条形立足的破坏机理。

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摘要

The effect of footing roughness on the bearing capacity factor N and failure mechanism of a strip footing on pure sand were examined using an upper bound finite element method with rigid translatory moving elements (UBFEM-RTME). The analysis was performed with different combination values of the footing-sand friction angle () and the sand friction angle (phi). The magnitude of N is found to continuously increase with increasing /phi and phi. The obtained failure mechanism primarily consists of a completely curved trapped wedge and a mesh-like failure zone, with the exception of the case where /phi=0. The sizes of the failure zone and the curved wedge, briefly by four introduced geometric parameters, increase with an increase in /phi and phi. The values of /phi exhibit a particularly pronounced effect on N and associated failure mechanism, especially for high values of phi with small values of /phi. The present results match quite well with those results available in the literature.
机译:使用具有刚性平移运动元件的上限有限元方法(UBFEM-RTME),研究了基础粗糙度对纯砂上条形基础的承载力因子N和破坏机理的影响。使用不同的底砂摩擦角()和砂土摩擦角(phi)组合值进行分析。发现N的大小随着/ phi和phi的增加而连续增加。除了/ phi = 0的情况外,获得的故障机制主要由完全弯曲的陷波楔和网状故障区域组成。失效区和弯曲楔形的大小,由四个引入的几何参数简要地,随着/ phi和phi的增加而增加。 / phi的值对N和相关的故障机制表现出特别明显的影响,尤其是对于phi的高值和/ phi的小值而言。目前的结果与文献中的结果非常吻合。

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