Evaluation of Deformation Characteristic of Railway Subgrade Using Reinforced Rigid Walls with Short Reinforcement under Repetitive and Static Loads

A full-scale reinforced subgrade for railways (RSR) was constructed, and repetitive and static load tests were performed to analyze the deformation characteristics of reinforced rigid walls with short reinforcements for railway subgrades that require strict displacement restrictions. Load test resul...

Full description

Bibliographic Details
Main Authors: Ungjin Kim, Dae Sang Kim
Format: Article
Language:English
Published: MDPI AG 2021-04-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/11/8/3615
_version_ 1797537398573236224
author Ungjin Kim
Dae Sang Kim
author_facet Ungjin Kim
Dae Sang Kim
author_sort Ungjin Kim
collection DOAJ
description A full-scale reinforced subgrade for railways (RSR) was constructed, and repetitive and static load tests were performed to analyze the deformation characteristics of reinforced rigid walls with short reinforcements for railway subgrades that require strict displacement restrictions. Load test results were obtained for four sections, in which the reinforcement arrangement (vertical spacing and length) and wall-reinforcement connection method were applied differently, and the behavior of the reinforced rigid wall was observed according to each parameter. A repetitive load of 500 kPa and a static load of 1000 kPa were applied to the outside of the reinforcement area to evaluate the behavior of the subgrade when utilizing short reinforcement. The test results confirmed the reduction of the settlement and horizontal displacement of the wall, owing to the restraining effect of the short reinforcement and rigid wall. In addition, it was observed that the greater the applied load, the greater the influence of the reinforcement on the behavior of the subgrade; this pattern was more marked in loads above the yield of soil.
first_indexed 2024-03-10T12:14:38Z
format Article
id doaj.art-9addfe24935c485db0dba3e1f03ae765
institution Directory Open Access Journal
issn 2076-3417
language English
last_indexed 2024-03-10T12:14:38Z
publishDate 2021-04-01
publisher MDPI AG
record_format Article
series Applied Sciences
spelling doaj.art-9addfe24935c485db0dba3e1f03ae7652023-11-21T15:56:56ZengMDPI AGApplied Sciences2076-34172021-04-01118361510.3390/app11083615Evaluation of Deformation Characteristic of Railway Subgrade Using Reinforced Rigid Walls with Short Reinforcement under Repetitive and Static LoadsUngjin Kim0Dae Sang Kim1Advanced Railroad Civil Engineering Division, Korea Railroad Research Institute, #176, Cheoldo Bangmulgwan-Ro, Uiwang 16105, Gyeongi-Do, KoreaAdvanced Railroad Civil Engineering Division, Korea Railroad Research Institute, #176, Cheoldo Bangmulgwan-Ro, Uiwang 16105, Gyeongi-Do, KoreaA full-scale reinforced subgrade for railways (RSR) was constructed, and repetitive and static load tests were performed to analyze the deformation characteristics of reinforced rigid walls with short reinforcements for railway subgrades that require strict displacement restrictions. Load test results were obtained for four sections, in which the reinforcement arrangement (vertical spacing and length) and wall-reinforcement connection method were applied differently, and the behavior of the reinforced rigid wall was observed according to each parameter. A repetitive load of 500 kPa and a static load of 1000 kPa were applied to the outside of the reinforcement area to evaluate the behavior of the subgrade when utilizing short reinforcement. The test results confirmed the reduction of the settlement and horizontal displacement of the wall, owing to the restraining effect of the short reinforcement and rigid wall. In addition, it was observed that the greater the applied load, the greater the influence of the reinforcement on the behavior of the subgrade; this pattern was more marked in loads above the yield of soil.https://www.mdpi.com/2076-3417/11/8/3615railway subgradeshort reinforcementreinforced rigid wallfull scale test
spellingShingle Ungjin Kim
Dae Sang Kim
Evaluation of Deformation Characteristic of Railway Subgrade Using Reinforced Rigid Walls with Short Reinforcement under Repetitive and Static Loads
Applied Sciences
railway subgrade
short reinforcement
reinforced rigid wall
full scale test
title Evaluation of Deformation Characteristic of Railway Subgrade Using Reinforced Rigid Walls with Short Reinforcement under Repetitive and Static Loads
title_full Evaluation of Deformation Characteristic of Railway Subgrade Using Reinforced Rigid Walls with Short Reinforcement under Repetitive and Static Loads
title_fullStr Evaluation of Deformation Characteristic of Railway Subgrade Using Reinforced Rigid Walls with Short Reinforcement under Repetitive and Static Loads
title_full_unstemmed Evaluation of Deformation Characteristic of Railway Subgrade Using Reinforced Rigid Walls with Short Reinforcement under Repetitive and Static Loads
title_short Evaluation of Deformation Characteristic of Railway Subgrade Using Reinforced Rigid Walls with Short Reinforcement under Repetitive and Static Loads
title_sort evaluation of deformation characteristic of railway subgrade using reinforced rigid walls with short reinforcement under repetitive and static loads
topic railway subgrade
short reinforcement
reinforced rigid wall
full scale test
url https://www.mdpi.com/2076-3417/11/8/3615
work_keys_str_mv AT ungjinkim evaluationofdeformationcharacteristicofrailwaysubgradeusingreinforcedrigidwallswithshortreinforcementunderrepetitiveandstaticloads
AT daesangkim evaluationofdeformationcharacteristicofrailwaysubgradeusingreinforcedrigidwallswithshortreinforcementunderrepetitiveandstaticloads