Application of Low-Strain Dynamic Detection to Concrete Piles

Article Preview

Abstract:

The concept and the testing method of dynamic pile testing and the rationale, preparation, data collection, and data processing of the low-strain reflection wave method are described. In addition, some of the disadvantages inherent to low-strain detection and experiences related to the correlation between detection data and pile realities are discussed.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 912-914)

Pages:

48-52

Citation:

Online since:

April 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Kang Yiqun, Yie Weimin. Manual of Test Technique for Civil Engineering [M]. Shanghai: Tongji University Press (1995).

Google Scholar

[2] Zhang Xianmin, Liu Guohui. Techniques of Nondestructive Dynamic Test for Pile Foundation with Low Strain [M]. Beijing: Geological Publishing House (1995).

Google Scholar

[3] Wang Kuihua, Xie Kanghe, Zeng Guoxi. Analytic Solution of Vibration Problem of Change Section Pile and its Application [J]. China Civil Engineering Journal, 1998, 31(6): 545-551.

Google Scholar

[4] PAN Ji-shun, LU Zhi-quan, LIU Chang-lai, et al. Theoretic Discussion and Engineering Practice for the Detection of Severe Defects in the Upper Parts of a Foundation Pile [J], Geophysical & Geochemical Exploration, 2000, 24(6): 464-469.

Google Scholar

[5] Liu Dongjia. Axial Dynamic Response of Multiple Defects Pile in Foundation [J]. Chinese Journal of Geotechnical Engineering, 2000, 22(7): 391-395.

Google Scholar

[6] ZHANG Can-hui, ZHANG Jian-lin, Xie Jian-hua, et al. The Multi-reflected Wave Analysis on the Low Strain Integrity Testing of Pile Foundation [J], Journal of Xiamen University (Natural Science), 2005, 44(2): 214-216.

Google Scholar

[7] SU Qingshan. Application of RSM-PRT in Testing of Cast-in-Situ Concrete Piles for Bridges [J], Soil Eng. And Foundation, 2006, 20(3): 85-87.

Google Scholar

[8] ZHOU Yu, Deng Xin-ming. Application of Low-Strain Examination Technology in Pile Foundation Inspection [J]. GX Water Resources & Hydropower Engineering, 2007(01): 27-30.

Google Scholar

[9] LI Ming, LI Chen. Research on the Bearing Capacity and Integrity of Precast Concrete Piles [J], Soil Eng. And Foundation, 2012, 26(5): 90-92.

Google Scholar