| 高应变动测桩曲线拟合法及计算模型 |
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| 引用本文： | 钟冬波. 高应变动测桩曲线拟合法及计算模型[J]. 工业建筑, 1996, 26(2): 8-12,19 |
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| 作者姓名： | 钟冬波 |
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| 作者单位： | 冶金工业部建筑研究总院 |
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| 摘 要： | 本文粘弹性一维波动方程特征线解法应用到高应变动测桩中的曲线拟合中，建立等时连续桩模型；通过实例分析，与静载试验对比表明，具有良好的一致性。
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| 关 键 词： | 动测，桩，高应变，波动方程 |
CALCULATING MODEL OF PILE FOR THE CURVE MATCH METHOD OF HIGHSTRAIN DYNAMIC TESTING ON PILE |
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| Zhong Dongbo. CALCULATING MODEL OF PILE FOR THE CURVE MATCH METHOD OF HIGHSTRAIN DYNAMIC TESTING ON PILE[J]. Industrial Construction, 1996, 26(2): 8-12,19 |
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| Authors: | Zhong Dongbo |
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| Abstract: | The method of characteristics on one-dimensional wave equations of 1 inear viscoelastic materials is used in the curve match of high strain dynamic testing on pile. and the pile's equal-time and continuous model is developed. |
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| Keywords: | dynamic testing pile high strain wave equation |
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