断桩检测新方法的模型实验研究
MODEL EXPERIMENT STUDIES FOR A NEW METHOD OF INSPECTING BROKEN FOUNDATION
-
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。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.
-
-
[1] 郭铁栓、赵鸿儒、刘宝诚,地震模型试验中震相的识别方法,物探与化探,1983, 7, 8——14
[2] 孙进忠、赵鸿儒、彭一民,全波模型的震相分析,石油地球物理勘探,1985, 20, 352——362[1] 郭铁栓、赵鸿儒、刘宝诚,地震模型试验中震相的识别方法,物探与化探,1983, 7, 8——14
[2] 孙进忠、赵鸿儒、彭一民,全波模型的震相分析,石油地球物理勘探,1985, 20, 352——362
计量
- 文章访问数: 931
- HTML全文浏览量: 17
- PDF下载量: 81