Pile foundation response to ground vibration from rock blasting

Ground vibrations from blasting are undesirable and they are very short in duration with high principal frequencies and high amplitude. Structural response to that kind of excitations may differ significantly from that generated by lower-frequency earthquake vibrations. In practice, the damage to ne...

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Bibliographic Details
Main Authors: Jayasinghe, Laddu Bhagya, Zhao, Zhiye, Goh, Anthony Teck Chee, Zhou, Hongyuan, Gui, Yilin
Other Authors: School of Civil and Environmental Engineering
Format: Conference or Workshop Item
Language:English
Published: 2017
Subjects:
Online Access:https://hdl.handle.net/10356/81649
http://hdl.handle.net/10220/42771
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Institution: Nanyang Technological University
Language: English