Wave Propagation in a Pipe Pile for Low-Strain Integrity Testing-Reference-Cited by-同舟云学术

Wave Propagation in a Pipe Pile for Low-Strain Integrity Testing

Published:2011-09 Issue:9 Volume:137 Page:598-609
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Ding Xuanming¹²³⁴,Liu Hanlong¹²³⁴,Liu Jinyuan¹²³⁴,Chen Yumin¹²³⁴

Affiliation:

1. Associate Professor, College of Civil and Transportation Engineering, National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety, Hohai Univ., Nanjing, China 210098 (corresponding author).

2. Professor, Key Lab of Ministry of Education for Geomechanics and Embankment Engineering, Geotechnical Research Institute of Hohai Univ., Nanjing, China 210098.

3. Assistant Professor, Dept. of Civil Engineering, Ryerson Univ., Toronto, Canada.

4. Associate Professor, Geotechnical Research Institute of Hohai Univ., Nanjing, China 210098.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000263

Reference21 articles.

1. Dimension effect on low strain integrity testing of prestressed pipe piles;Chen F.;Chin. J. Geotech. Eng.,2004

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

3. Three‐Dimensional Investigation of the Propagation of Waves in Hollow Circular Cylinders. I. Analytical Foundation

4. Three‐Dimensional Investigation of the Propagation of Waves in Hollow Circular Cylinders. II. Numerical Results

5. Goble G. G. and Hery P. (1984). “Influence of residual forces on pile driveability.” Proc. 2nd Int. Conf. of the Application of Stress-Wave Theory on Piles Swedish Pile Commission Stockholm Sweden 154–161.

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