Field Testing of Anchored Diaphragm Quay Wall Supported Using Barrette Piles
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 144, Issue 4
Abstract
A diaphragm quay wall anchored using barrette piles was constructed to increase retained soil elevation and reduce quay wall deflection. This article presents the long-term field-test results of the first practical application of the new structure. The performance of the structure is discussed in terms of the settlement, lateral deflection, bending moment, tensile force, and lateral earth pressure. The maximum lateral displacement was found to be approximately 0.23% of the wall height. The barrette piles exhibited the highest bending moment among the different structures, indicating that they can effectively bear lateral loads. The load-transfer mechanism of the barrette piles can be summarized as a combination of the blocking effect in carrying the horizontal earth pressure and the anchoring effect in carrying the loads from the quay wall through tie-rods. The increase in the spacing between the quay wall and the barrette piles leads to a reduction in the horizontal earth pressure at higher elevations of the structures. Compared to the measurement results, Coulomb’s earth pressure theory significantly overestimates the earth pressure acting on the quay wall. Moreover, the lateral deflection increment as a result of dredging activities is greater than that resulting from superstructure construction.
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Acknowledgments
The authors acknowledge financial support from the National Natural Science Foundation of China (51309087 and 51639002) and the Fundamental Research Funds for the Central Universities (2013B31414).
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© 2018 American Society of Civil Engineers.
History
Received: Aug 16, 2017
Accepted: Jan 29, 2018
Published online: Apr 25, 2018
Published in print: Jul 1, 2018
Discussion open until: Sep 25, 2018
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