Seismic Performance of Deposit Slopes with Underlying Bedrock before and after Reinforcement by Stabilizing Piles

Seismic Performance of Deposit Slopes with Underlying Bedrock before and after Reinforcement by Stabilizing Piles

The seismic performance of stabilizing piles used to reinforce underlying bedrock in a deposit slope is a complex soil–structure interaction problem. Two centrifuge shaking table model testswere conducted to ascertain the dynamic responses of the underlying bedrock deposit slopes without and with th...

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Bibliographic Details
Main Authors: Zhiliang Sun, Lingwei Kong, Wei Bai, Yong Wang
Format: Article
Language:English
Published: MDPI AG 2021-06-01
Series:Applied Sciences
Subjects:
rock-soil mixture deposit
slopes
stabilizing piles
centrifuge models
seismic response
Online Access:https://www.mdpi.com/2076-3417/11/12/5664

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