Study on low-strain integrity testing of pipe-pile using the elastodynamic finite integration technique

Author:

Lu Zhi Tang12,Wang Zhi Liang1,Liu Dong Jia2

Affiliation:

1. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education (Dept. Geotech. Eng.); Tongji University; Shanghai 200092 China

2. School of Resources and Environmental Engineering; Hefei University of Technology; Hefei 230009 China

Funder

Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference21 articles.

1. The nondestructive impulse response test in North America: 1985-2001;Davis;NDT & E International,2003

2. Rausche F Non-destructive evaluation of deep foundations 2004 1 9

3. Effects of the source on wave propagation in pile integrity testing;Chai;Journal of Geotechnical and Geoenvironmental Engineering,2010

4. Dimension effect on low strain integrity testing of prestressed pipe piles;Chen;Chinese Journal of Geotechnical Engineering,2004

5. 3D finite element analysis of reflected waves in concrete pipe pile with defects;Huang;Rock and Soil Mechanics,2005

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