Dynamic Response of Seismic Dangerous Rock Based on PFC and Dynamics

Rock slope instability by earthquakes results in substantial economic and property losses. The calculation method of interlayer load and stability coefficient of horizontal complex layered rock slopes in high-intensity areas is established from material mechanics, fracture mechanics, and dynamics. T...

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Bibliographic Details
Main Authors: Yun Tian, Linfeng Wang, Honghua Jin, Biao Zeng
Format: Article
Language:English
Published: Wiley 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/8846130
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