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混凝土缺陷樁導(dǎo)納響應(yīng)模擬及缺陷量化分析*
蔡 靖 王建華 張獻(xiàn)民
摘 要
 蔡  靖  王建華?。ㄌ旖虼髮W(xué)建工學(xué)院巖土工程研究所 300072) 
 張獻(xiàn)民?。ㄖ袊裼煤娇諏W(xué)院  天津 300060)

[提要]  利用系統(tǒng)分析原理,從s域?qū)锻料到y(tǒng)進(jìn)行分析,得到系統(tǒng)傳遞函數(shù)、速度導(dǎo)納響應(yīng)函數(shù)。從缺陷樁的樁土系統(tǒng)參數(shù)模型出發(fā),推導(dǎo)出缺陷樁速度導(dǎo)納響應(yīng)模型,研制了Matlab分析計算軟件,得到缺陷樁的速度導(dǎo)納曲線存在大峰夾小峰的特征,提出了一種直觀的判斷基樁完整性的方法。根據(jù)這一特征,得到小峰與大峰之比與缺陷程度之間的關(guān)系曲線,提出利用導(dǎo)納曲線進(jìn)行缺陷量化分析。
[關(guān)鍵詞]  導(dǎo)納響應(yīng)  系統(tǒng)分析  傳遞函數(shù)  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

     參  考  文  獻(xiàn)
1.徐攸在,劉興滿.樁的動測新技術(shù).中國建筑工業(yè)出版社,1989.
2.張獻(xiàn)民,劉國輝.低應(yīng)變瞬態(tài)錘擊樁基無損動測技術(shù).地質(zhì)出版社,1995.
3.劉東甲,不均勻土中多缺陷樁的軸向動力響應(yīng),巖土工程學(xué)報,2000,22(7).
4.王騰,王奎華,謝康和.任意變截面樁縱向振動的半解析解及其應(yīng)用.巖土工程學(xué)報,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,葉為民.土木工程測試技術(shù)手冊.同濟(jì)大學(xué)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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