首页> 外文期刊>Acta Geotechnica: An International journal for Geoengineering >Development of a coupled pile-to-pile interaction model for the dynamic analysis of pile groups subjected to vertical loads
【24h】

Development of a coupled pile-to-pile interaction model for the dynamic analysis of pile groups subjected to vertical loads

机译:垂直载荷桩基动态分析耦合桩桩相互作用模型的研制

获取原文
获取原文并翻译 | 示例
           

摘要

This paper presents a new analytical model for calculating the dynamic performance of pile groups subjected to vertical loads. The derived solution allows considering the robust pile-to-pile coupled interaction on impedance of the pile group, by accounting for the secondary waves generated by the vibration of the receiver pile. For that, we introduce a dynamic coupling factor to modify the classical pile-to-pile interaction factor to illustrating the coupling effect of the source and receiver pile. Numerical results obtained for typical problem parameters indicate that this coupling effect can be important for closely spaced pile group, pile groups with large slenderness ratio or pile groups with large group members. The proposed solution is capable of determining the frequency-dependent impedance of large pile groups comprising arbitrary numbers of piles, which numerical modelling can be cumbersome.
机译:本文介绍了一种新的分析模型,用于计算垂直载荷的桩基的动态性能。 通过考虑由接收器桩的振动产生的二次波来考虑桩基的阻抗的鲁棒桩耦合相互作用。 为此,我们引入了一种动态耦合因子来修改经典堆积的交互因子,以说明源和接收器桩的耦合效果。 为典型问题参数获得的数值结果表明该耦合效应对于紧密间隔的桩基,桩基具有大的细长比或桩基与大型群成员的堆叠效果非常重要。 所提出的解决方案能够确定包含任意数量的桩的大桩基的频率依赖性阻抗,该数值模型可能是麻烦的。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号