Bearing Capacity Estimation of Bridge Piles Using the Impulse Transient Response Method
Joint Authors
Ma, Meng
Liu, Jianlei
Ke, Zaitian
Gao, Yan
Source
Issue
Vol. 2016, Issue 2016 (31 Dec. 2016), pp.1-8, 8 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2016-01-04
Country of Publication
Egypt
No. of Pages
8
Main Subjects
Abstract EN
A bearing capacity estimation method for bridge piles was developed.
In this method, the pulse echo test was used to select the intact piles; the dynamic stiffness was obtained by the impulse transient response test.
A total of 680 bridge piles were tested, and their capacities were estimated.
Finally, core drilling analysis was used to check the reliability of this method.
The results show that, for intact piles, an obvious positive correlation exits between the dynamic stiffness and bearing capacity of the piles.
The core drilling analysis proved that the estimation method was reliable.
American Psychological Association (APA)
Ma, Meng& Liu, Jianlei& Ke, Zaitian& Gao, Yan. 2016. Bearing Capacity Estimation of Bridge Piles Using the Impulse Transient Response Method. Shock and Vibration،Vol. 2016, no. 2016, pp.1-8.
https://search.emarefa.net/detail/BIM-1119141
Modern Language Association (MLA)
Ma, Meng…[et al.]. Bearing Capacity Estimation of Bridge Piles Using the Impulse Transient Response Method. Shock and Vibration No. 2016 (2016), pp.1-8.
https://search.emarefa.net/detail/BIM-1119141
American Medical Association (AMA)
Ma, Meng& Liu, Jianlei& Ke, Zaitian& Gao, Yan. Bearing Capacity Estimation of Bridge Piles Using the Impulse Transient Response Method. Shock and Vibration. 2016. Vol. 2016, no. 2016, pp.1-8.
https://search.emarefa.net/detail/BIM-1119141
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1119141