The Influence of an EPS Concrete Buffer Layer Thickness on Debris Dams Impacted by Massive Stones in the Debris Flow
The failure of debris dams impacted by the massive stones in a debris flow represents a difficult design problem. Reasonable materials selection and structural design can effectively improve the resistance impact performance of debris dams. Based on the cushioning properties of expanded polystyrene...
Saved in:
Main Authors: | Xianbin Yu, Xiaoqing Chen, Wanyu Zhao, Jiangang Chen |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2015-01-01
|
Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2015/463640 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Dimensionless Assessment Method of Landslide Dam Formation Caused by Tributary Debris Flow Events
by: Kun-Ting Chen, et al.
Published: (2019-01-01) -
Analysis of Debris Flow Reduction Effect of Check Dam Types considering the Mountain Stream Shape: A Case Study of 2016 Debris Flow Hazard in Ulleung-do Island, South Korea
by: Man-Il Kim, et al.
Published: (2021-01-01) -
Identifying unrecognised risks to life from debris flows
by: M. Bloomberg, et al.
Published: (2025-02-01) -
Analysis of River Blocking Induced by a Debris Flow
by: Lijuan Wang, et al.
Published: (2017-01-01) -
Experimental Study of the Debris Flow Slurry Impact and Distribution
by: Haixin Zhao, et al.
Published: (2018-01-01)