Theoretical analysis of three-dimensional effect in pile integrity test

Author:

Liu Xin,Hesham El Naggar M.,Wang KuihuaORCID,Wu WenbingORCID

Funder

Fundamental Research Funds for the Central Universities

China Scholarship Council

National Natural Science Foundation of China

China Association for Science and Technology

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference34 articles.

1. Effects of inner soil on the vertical dynamic response of a pipe pile embedded in inhomogeneous soil;Li;J. Sound Vib.,2019

2. Pile integrity testing and analysis;Rausche,1992

3. Middendorp, P., Reiding, F.J. Determination of discontinuities in piles by TNO integrity testing and signal matching technique. In: Proceeding of the third international conference on application of stress wave theory to piles, 33–43.

4. Comparison of pulse echo and transient response pile integrity test methods;Rausche;Transp. Res. Rec.,1991

5. Dynamic stiffness and damping of piles;Novak;Can. Geotech. J.,1974

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