| 桩-土相互作用的模型试验研究 |
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| 引用本文： | 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 |
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| 作者姓名： | 袁春辉 |
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| 作者单位： | 广东省建筑设计研究院,广东广州,510010 |
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| 摘 要： | 应用回传射线矩阵法,通过模型试验,对不同压实状态下桩底土的系数进行拟合,通过分析对比得出一些有意义的结论。
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| 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 |
Model experimental study of pile-soil interaction |
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| YUAN Chun-hui. Model experimental study of pile-soil interaction[J]. Journal of Foshan University(Natural Science Edition), 2011, 29(4): 71-75 |
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| Authors: | YUAN Chun-hui |
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| Affiliation: | YUAN Chun-hui(Architectural Design and Research Institute of Guangdong Province,Guangzhou 510010,China) |
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| 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. |
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| Keywords: | the method of reverberation-ray matrix pile-soil interaction damping coefficient stiffness coefficient model experiment |
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