Quality Control Acceptance Criteria Improvements for Pre-Stressed High Strength Concrete Pile Driving Operations in Japanese Building Construction-Reference-Cited by-同舟云学术

Quality Control Acceptance Criteria Improvements for Pre-Stressed High Strength Concrete Pile Driving Operations in Japanese Building Construction

Published:2018-09 Issue:3 Volume:17 Page:519-524
ISSN:1346-7581
Container-title:Journal of Asian Architecture and Building Engineering
language:en
Short-container-title:Journal of Asian Architecture and Building Engineering

Author:

Bull Kenneth*¹,Castro Juan Jose²,Nakada Kozo³

Affiliation:

1. Civil Engineer, OYO Corporation, Pacific, Japan

2. Professor, Faculty of Engineering, University of the Ryukyus, Japan

3. Associate Professor, Faculty of Engineering, University of the Ryukyus, Japan

Publisher

Informa UK Limited

Subject

Arts and Humanities (miscellaneous),Building and Construction,Cultural Studies,Architecture,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.3130/jaabe.17.519

Reference12 articles.

1. 1) Allin, R., Likins, G., Honeycutt, J. (2015) Pile Driving Formulas Revisited. IFCEE Geotechnical Special Publication No. 256, pp.1052-1063.

2. 2) Beim, G. & Likins, G. (2008) Worldwide dynamic foundation testing codes and standards. Science, Technology and Practice, Jaime, Alberto dos Santos (ed), pp.698-697.

3. 3) Bull, K., Castro, J.J., Nakada, K. (2016a) Capabilities and Limitations for Low-Strain Dynamic Testing of Spliced PHC Piles. Architectural Institute of Japan, AIJ Kyushu Chapter August 2016 Architectural Research Convention, Fukuoka University, pp.665-666.

4. 4) Bull, K., Castro, J.J., Nakada, K. (2016b) Study on the Acceptance Criteria and Quality Control Processes for PHC Driven Piles – Case Study in Okinawa Prefecture. Architectural Institute of Japan, 55^th Kyushu Chapter Architectural Research Meeting, pp.545-548.

5. 5) Gerwick Jr., B. (1968) Prestressed Concrete Piles. Journal of Prestressed Concrete Institute (PCI), October 1968, pp.66-93.

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