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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:基于N_γ对N_γ的粗糙度效果的上限分析及条带脚的故障机理

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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:使用刚性平移移动元件(UBFEM-RTME)的上限有限元方法检查脚踏粗糙度对纯砂上的带材脚踏轴承容量因子N和故障机理的影响。用脚砂摩擦角()和砂摩擦角(PHI)的不同组合值进行分析。发现n的大小随着增加/ phi和phi而连续增加。所获得的失效机制主要由完全弯曲的捕获的楔和网状失效区组成,除了/ PHI = 0的情况下除外。故障区和弯曲楔的尺寸短暂地介绍了四个几何参数,随着/ phi和phi增加而增加。 / PHI的值表现出对N和相关的失效机制特别明显的影响,特别是对于具有小值/ pHI的PHI的高值。本结果与文献中可用的结果相匹配。

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