堆
电阻抗
刚度
变量(数学)
简单(哲学)
结构工程
机械阻抗
声学
数学分析
岩土工程
物理
地质学
数学
工程类
电气工程
哲学
认识论
作者
Miloš Novák,Fakhry Aboul-Ella
出处
期刊:Journal of the Engineering Mechanics Division
[American Society of Civil Engineers]
日期:1978-06-01
卷期号:104 (3): 643-661
被引量:135
标识
DOI:10.1061/jmcea3.0002366
摘要
An approximate analytical solution is established that makes it possible to calculate impedance functions (stiffness and damping) of a single pile embedded in layered media. The pile can be of stepwise variable cross section and feature any tip condition. The impedance functions are complex and frequency dependent but can be obtained by means of a computer program that is simple and very inexpensive to run. A comparison of the theory with experiments indicates the potential of the theory and demonstrates the need to consider the variation of soil properties with depth and lack of the fixity of the tip for short piles.
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