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混凝土缺陷桩导纳响应模拟及缺陷量化分析*
蔡 靖 王建华 张献民
摘 要
 蔡  靖  王建华 (天津大学建工学院岩土工程研究所 300072) 
 张献民 (中国民用航空学院  天津 300060)

[提要]  利用系统分析原理,从s域对桩土系统进行分析,得到系统传递函数、速度导纳响应函数。从缺陷桩的桩土系统参数模型出发,推导出缺陷桩速度导纳响应模型,研制了Matlab分析计算软件,得到缺陷桩的速度导纳曲线存在大峰夹小峰的特征,提出了一种直观的判断基桩完整性的方法。根据这一特征,得到小峰与大峰之比与缺陷程度之间的关系曲线,提出利用导纳曲线进行缺陷量化分析。
[关键词]  导纳响应  系统分析  传递函数  量化分析

With the system analysis theory, transfer function and velocity mobility response in s domain are deduced. According to the pile-soil parameter model, the mobility of concrete defective pile is gained, and based on it,a program of Matlab language is worked out to simulate mobility response of a defective pile.A simple method is provided to determine the integrity of the shaft. The relation between ratio of peaks and degree of defect is worked out, then a method of quantity analysis in frequency domain is proposed.
Keywords:  conductance response; system analysis; transfer function; quantity analysis

     参  考  文  献
1.徐攸在,刘兴满.桩的动测新技术.中国建筑工业出版社,1989.
2.张献民,刘国辉.低应变瞬态锤击桩基无损动测技术.地质出版社,1995.
3.刘东甲,不均匀土中多缺陷桩的轴向动力响应,岩土工程学报,2000,22(7).
4.王腾,王奎华,谢康和.任意变截面桩纵向振动的半解析解及其应用.岩土工程学报,2000,22(6).
5.Koten H V, Middendorp P V.  An analysis of dissipative wave propagation ln a pile. Int. Seminar on the Application of Stress-Wave Theory on Piles, Stockholm,1980
6.Finno R J, Sarah L. Impulse response evaluation of drilled shafts Journal of Geotechnical and Geoenvironmental Engineering, 1998,124( 10).
7.康益群,叶为民.土木工程测试技术手册.同济大学出版社,1995.
8.Prakash, Rastogi C, Sharma P C,et al. Integrity testing-a tool for quality assurance of piles.  Indian Concrete Journal, 1995, 69(5).
9.Holt,Chen J D,Douglas S Y,et al. Determining lengths of installed timber piles by dispersive wave propagation. Transportation Research Record,1994,(1447).
10.Wong K Y. Small strain sonic pile tests-the need for caution. Ground Engineering,1995,28(9).

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