分层土中单桩的水平动刚度计算

英文篇名：The Lateral lmpedance of Single Piles in Layered Soil
中文刊名：华南理工大学学报(自然科学版)
英文刊名：Journal of South China University of Technology(Natural Science)
作者：雷文军 ; 魏德敏
英文作者：Lei Wen_jun Wei De_min (College of Architecture & Civil Engineering ; South China Univ. of Tech. ; Guangzhou 510640 ; China)
中文关键词：桩 ; 水平动刚度 ; Winkler地基梁法
英文关键词：pile ; lateral impedance ; beam_on_Winker_foundation.
出版日期：2002-10-28
机构：华南理工大学建筑学院,华南理工大学建筑学院广东广州510640 ,广东广州510640
年：2002
期：10
出版单位：华南理工大学学报(自然科学版)

摘要

根据能量守恒原则 ,利用桩的水平静载变形曲线求取分层土等效为均匀土层的参数 ;采用Winkler地基梁模型计算了分层土中桩的水平动刚度 ,并针对Winkler地基梁模型计算动力问题的缺陷提出修正建议 .本文中提出的方法也可用于分层土中单桩弯曲、垂直动刚度的计算
According to the principle of conservation of energy, lateral impedance of piles in layered soil is presented on the basis of the "Beam_on_Winkler_foundation". Equivalent parameters of the layered soil as homogeneous soil are calculated by deflection of the pile under lateral static loads. In view of the defects of using the "Beam_on_Winkler_foundation", some suggestions are given to solve some dynamic problems. In addition, the method proposed in this paper can also be used to calculate the bending impedance and vertical impedance of single piles in the layered soil.

引文

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