Low Strain Integrity Testing of Piles: Three-Dimensional Effects-Reference-Cited by-同舟云学术

Low Strain Integrity Testing of Piles: Three-Dimensional Effects

Published:2003-11 Issue:11 Volume:129 Page:1057-1062
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chow Y. K.¹,Phoon K. K.²,Chow W. F.³,Wong K. Y.⁴

Affiliation:

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

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

3. Engineer, Maunsell Consultants (Singapore) Pte Ltd., 300 Beach Road #03-00, Singapore 199555.

4. Technical Director, RPM Engineers Sdn Bhd, 34A Jalan SS 21/39, Damansara Utama 47400, P.J., Malaysia.

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%291090-0241%282003%29129%3A11%281057%29

Reference8 articles.

1. Fukuhara T. Kakurai M. and Sugimoto M. (1992). “Analytical evaluation of defective piles.” Proc. 4th Int. Conf. on Application of Stress-Wave Theory to Piles Hague The Netherlands 563–569.

2. Rational Wave Equation Model for Pile‐Driving Analysis

3. DYNAMIC RESPONSE OF INTACT PILES TO IMPULSE LOADS

4. Likins G. and Rausche F. (2000). “Recent advances and proper use of PDI low strain pile integrity testing.” Proc. 6th Int. Conf. on the Application of Stress-Wave Theory to Piles São Paulo Brazil.

5. Dynamic response of footing to vertical loading.;Lysmer J.;J. Soil Mech. Found. Div.,1966

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