Simplified Calculation Method for Seismic Active Earth Pressure of Translational Retaining Wall considering Soil Arching Effect
At present, most seismic earth pressure theories have the limitations of complex derivation process and difficult solution. To solve these problems, considering the deflection of small principal stress caused by soil arching effect, the central arc soil arch was approximated to two inclined linear s...
Saved in:
Main Authors: | Zheng-zhen Wang, Rang-cheng Kou, Yong Zhou, Tian-zhong Ma |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2021-01-01
|
Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2021/6713032 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Simplified Method for Calculating the Active Earth Pressure on Retaining Walls of Narrow Backfill Width Based on DEM Analysis
by: Minghui Yang, et al.
Published: (2019-01-01) -
Experimental Study on the Active Earth Pressure of Narrow Cohesionless Backfills against Rigid Retaining Wall under the Translation Mode
by: Li-Wei Xu, et al.
Published: (2020-01-01) -
Earth Pressure on Retaining Wall with Surface-Inclined Cohesive Fill Based on Principal Stress Rotation
by: Hengli Wang, et al.
Published: (2021-01-01) -
Calculation of Silo Wall Pressure considering the Intermediate Stress Effect
by: Shanshan Sun, et al.
Published: (2018-01-01) -
Shaking Table Study on the Seismic Performance of Geogrid Reinforced Soil Retaining Walls
by: Xiaoguang Cai, et al.
Published: (2021-01-01)