| 断桩检测新方法的模型实验研究 |
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| 引用本文： | 刘碧宇,许汉刚,赵鸿儒.断桩检测新方法的模型实验研究[J].地震学报,1988,10(3):327-333. |
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| 作者姓名： | 刘碧宇 许汉刚 赵鸿儒 |
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| 作者单位： | 1. 国家地震局地球物理勘探大队
2. 北京大学地球物理系 |
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| 摘 要： | 本文采用全波模型震相分析法和时间域的瞬时波谱分析法,对弹性波在混凝土桩基断裂前后的运动学、动力学特征,作了较为详细的超声模型实验研究,获得了实验条件下桩基断裂存在的判据,给出了确定断裂位置的计算公式。
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| 关 键 词： | 震相 波谱 模型桩 反射波 多次波 |
MODEL EXPERIMENT STUDIES FOR A NEW METHOD OF INSPECTING BROKEN FOUNDATION |
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| Institution: | 1. Geophysical Prospecting Brigade of State Seismological Bureau;
2. Geophysical Department of Beijing University |
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| Abstract: | Using full-wave model phase analysis and instantaneous spectrum analysis in the time domain, moro detailed studies of the ultrasonic model tests were carried out to get the features of the elastic wave motion and dynamics before and after the break of concrete foundation piles, thus obtaining the data about broken foundation piles under testing condition, giving the formulas for locating the places of break. |
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