Effects of the Source on Wave Propagation in Pile Integrity Testing-Reference-Cited by-同舟云学术

Effects of the Source on Wave Propagation in Pile Integrity Testing

Published:2010-09 Issue:9 Volume:136 Page:1200-1208
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chai Hua-You¹²³,Phoon Kok-Kwang¹²³,Zhang Dian-Ji¹²³

Affiliation:

1. Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China (corresponding author).

2. Professor, Dept. of Civil Engineering, National Univ. of Singapore, Singapore 117576, Singapore.

3. Professor, School of Environment and Civil Engineering, Wuhan Institute of Technology, Wuhan 430073, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000272

Reference14 articles.

1. Chao H. C. (2002). “An experimental model for non-destructive evaluation on pile foundations using guided wave approach.” Ph.D. dissertation Northwestern Univ. Evanston Ill.

2. Dimensional effects on low strain integrity testing of piles;Chen F.;Chinese J. Geotech. Eng.,1998

3. Low Strain Integrity Testing of Piles: Three-Dimensional Effects

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