Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/142437
Title: A field study on pile response to blast-induced ground motion
Authors: Jayasinghe, Laddu Bhagya
Zhao, Zhiye
Goh, Anthony Teck Chee
Zhou, Hongyuan
Gui, Yilin
Tao, Ming
Keywords: Engineering::Civil engineering
Issue Date: 2018
Source: Jayasinghe, L. B., Zhao, Z., Goh, A. T. C., Zhou, H., Gui, Y., & Tao, M. (2018). A field study on pile response to blast-induced ground motion. Soil Dynamics and Earthquake Engineering, 114, 568-575. doi:10.1016/j.soildyn.2018.08.008
Journal: Soil Dynamics and Earthquake Engineering
Abstract: A series of field tests using controlled blasting was conducted at a location in the North Western part of Singapore to assess the behaviour of pile foundations subjected to ground excitation. The field tests involved three piles with different pile head fixity conditions. The piles were instrumented with strain gauges to evaluate the bending moments and axial force along the piles. For the fixed-head piles, the maximum bending moment occurred at the pile head level. For free-head pile exhibited higher bending moments close to the mid-height of the pile and zero bending moment at the pile head due to the absence of restraints at the top. For all cases, the axial force was maximum at the pile head.
URI: https://hdl.handle.net/10356/142437
ISSN: 0267-7261
DOI: 10.1016/j.soildyn.2018.08.008
Rights: © 2018 Elsevier Ltd. All rights reserved.
Fulltext Permission: none
Fulltext Availability: No Fulltext
Appears in Collections:CEE Journal Articles

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