Seismic Response Evaluation of High-Steep Slopes Supported by Anti-Slide Piles with Different Initial Damage Based on Shaking Table Test

Seismic Response Evaluation of High-Steep Slopes Supported by Anti-Slide Piles with Different Initial Damage Based on Shaking Table Test

In order to study the instability development process of the slope reinforced by anti-slide piles under earthquake conditions, the dynamic response characteristics of the slope are usually taken as the main characteristics, and the model test and numerical simulation are the main research methods. I...

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Bibliographic Details
Main Authors: Hongyu Chen, Guanlu Jiang, Xinhui Zhao, Dan Zhu, Yong Liu, Hongcheng Tian
Format: Article
Language:English
Published: MDPI AG 2022-06-01
Series:Materials
Subjects:
earthquake dynamic response characteristics
anti-slide pile
initial damage
shaking table test
frequency change rate
Online Access:https://www.mdpi.com/1996-1944/15/11/3982

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