A Review of the Methods Calculating the Horizontal Displacement for Modular Reinforced Soil Retaining Walls
Most of the damage to reinforced retaining walls is caused by excessive deformation; however, there is no calculation method for deformation under static and dynamic loads in the design codes of reinforced soil retaining walls. In this paper, by collecting the measured displacement data from four ac...
Main Authors: | Xiaoguang Cai, Shaoqiu Zhang, Sihan Li, Honglu Xu, Xin Huang, Chen Zhu |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2021-09-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/11/18/8681 |
Similar Items
-
Behaviour Analysis of Reinforced Soil Retaining Wall According to Laboratory Scale Test
by: Young Je Kim, et al.
Published: (2020-01-01) -
NUMERICAL ANALYSIS OF THE EFFECT OF SURCHARGE ON THE MECHANICAL BEHAVIOR OF GEOCELL REINFORCED RETAINING WALL
by: Fei Song, et al.
Published: (2016-12-01) -
Multi-Criteria Parametric Verifications for Stability Diagnosis of Rammed-Earth Historic Urban Ramparts Working as Retaining Walls
by: Álvaro R. Serrano-Chacón, et al.
Published: (2021-03-01) -
Evolution of the Stability Work from Classic Retaining Walls to Mechanically Stabilized Earth Walls
by: Anghel Stanciu, et al.
Published: (2008-01-01) -
Analysis of reinforced retaining wall failure based on reinforcement length
by: Suk -Min Kong, et al.
Published: (2021-05-01)