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

The current practice in Japan for most driven pre-stressed high strength concrete (PHC) piling sites utilizes an ″energy formula″ approach involving the ″set-penetration test.″ In its current state, driven PHC piles in the Japanese construction industry are at increased risk of being damaged due to...

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Bibliographic Details
Main Authors: Kenneth* Bull, Juan Jose Castro, Kozo Nakada
Format: Article
Language:English
Published: Taylor & Francis Group 2018-09-01
Series:Journal of Asian Architecture and Building Engineering
Subjects:
Online Access:http://dx.doi.org/10.3130/jaabe.17.519