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Class-A-prediction of lateral pile deformation with respect to vibratory and impact pile driving

机译:关于振动和冲击打桩的横向桩变形的A级预测

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Distinctions of lateral loading behavior of vibrated and impact driven piles with respect to their influence on state variables of soils exist. Based on a field test simulations of horizontal load tests subsequent to the simulation of installation processes (vibrated and impact driven) are conducted. Soil behavior and horizontal displacement of the piles are investigated. Characteristics of pile installations as dynamic processes with large deformations and horizontal load tests as static processes have to be reproduced. A link to transfer results between CEL-method used for simulations of pile installations and classic FEM used for simulation of horizontal load tests is established. (C) 2017 Elsevier Ltd. All rights reserved.
机译:关于振动和冲击驱动桩对土壤状态变量的影响,存在横向荷载行为的区别。基于现场测试,在模拟安装过程(振动和冲击驱动)之后进行了水平载荷测试的模拟。研究了桩的土壤特性和水平位移。必须重现桩装置的特征,即动态过程具有大的变形,而水平载荷测试则应重现为静态过程。建立了一个链接,用于在用于桩安装模拟的CEL方法和用于模拟水平载荷测试的经典FEM之间传递结果。 (C)2017 Elsevier Ltd.保留所有权利。

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