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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書目詳細資料
Main Authors: Jayasinghe, Laddu Bhagya, Zhao, Zhiye, Goh, Anthony Teck Chee, Zhou, Hongyuan, Gui, Yilin
其他作者: School of Civil and Environmental Engineering
格式: Conference or Workshop Item
語言:English
出版: 2017
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在線閱讀:https://hdl.handle.net/10356/81649
http://hdl.handle.net/10220/42771
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