佛山科学技术学院学报：自然科学版2011，Vol.29Issue(4)：71-75,5.
桩-土相互作用的模型试验研究
Model experimental study of pile-soil interaction
袁春辉1
作者信息
- 1. 广东省建筑设计研究院,广东广州510010
- 折叠
摘要
Abstract
Due to the presence of soil around the pile,the defect degree of pile can only be qualitatively analyzed by low stress-reflected wave method.The reverberation-ray matrix method was applied to fit coefficients of pile-bottom-soil at different compaction condition by model experiments in this paper,and some useful conclusions can be obtained after analyzing and comparing them.关键词
回传射线矩阵法/桩土相互作用/阻尼系数/刚度系数/模型试验Key words
the method of reverberation-ray matrix/pile-soil interaction/damping coefficient/stiffness coefficient/model experiment分类
建筑与水利引用本文复制引用
袁春辉..桩-土相互作用的模型试验研究[J].佛山科学技术学院学报：自然科学版,2011,29(4):71-75,5.
