Mechanical Behavior of the Reinforced Retaining Wall under Vehicle Load
Author(s) -
Yong Liu,
Zhanyong Yao,
Mingxia Shao,
Hongzhe Liu,
Yulong Zhao
Publication year - 2021
Publication title -
mathematical problems in engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.262
H-Index - 62
eISSN - 1026-7077
pISSN - 1024-123X
DOI - 10.1155/2021/2197572
Subject(s) - retaining wall , lateral earth pressure , structural engineering , tension (geology) , vertical displacement , displacement (psychology) , geotechnical engineering , finite element method , bar (unit) , geogrid , reinforcement , ultimate tensile strength , position (finance) , settlement (finance) , materials science , engineering , geology , composite material , psychology , oceanography , finance , world wide web , computer science , payment , economics , psychotherapist
This study primarily aims to explore the mechanical behavior and influence factors of the reinforced retaining wall subject to vehicle loads. Mohr–Coulomb model was adopted to simulate and analyze the structural characteristics of the reinforced retaining wall by the finite element method. Its mechanical behavior was investigated in accordance with relevant theories. The results showed that the vertical and horizontal maximum displacement of the reinforced retaining wall occurs at the wall surface of the retaining wall, the maximum internal soil pressure appears at the middle and lower part of the retaining wall, and the maximum tensile strain of the tension bar acts on the wall rupture surface. As impacted by static vehicle load, the largest settlement is located at the parking position, and the maximum horizontal displacement and wall stability will vary with the vehicle position. Moreover, the closer the vehicle to the reinforcement is, the greater the lateral Earth pressure will be imposed on the upper part of the reinforcement body. With the variation of the vehicle position, the tension stress of the geogrid will vary noticeably.
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