Behavior and Control of the Ballastless Track-Subgrade Vibration Induced by High-Speed Trains Moving on the Subgrade Bed with Mud Pumping

This paper investigates behavior and control of the ballastless track-subgrade vibration induced by high-speed trains under mud pumping occurring in the subgrade bed. The characteristics of mud pumping occurring in the subgrade bed under the ballastless track structure are analyzed by visual observa...

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Main Authors: Junjie Huang, Qian Su, Ting Liu, Wei Wang
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2019/9838952
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author Junjie Huang
Qian Su
Ting Liu
Wei Wang
author_facet Junjie Huang
Qian Su
Ting Liu
Wei Wang
author_sort Junjie Huang
collection DOAJ
description This paper investigates behavior and control of the ballastless track-subgrade vibration induced by high-speed trains under mud pumping occurring in the subgrade bed. The characteristics of mud pumping occurring in the subgrade bed under the ballastless track structure are analyzed by visual observation and nondestructive testing. Then, based on the injection of the low-viscosity epoxy resin (LVER), the repair procedures for the mud pumping are proposed. A variety of on-site tests are performed on the ballastless track-subgrade with and without mud pumping and also after mud pumping reinforcement to analyze the vibration of the ballastless track-subgrade under the high-speed trains. The test results show that mud pumping can significantly increase the vertical vibration acceleration and displacement of the ballastless track structure and slightly decrease the vibration of subgrade surface. After mud pumping reinforcement, the abnormal vibration of the ballastless track-subgrade can be effectively controlled to make the vibration close to normal. In addition, the vibration ratio of the subgrade surface to the concrete base is proposed as a way to evaluate the effectiveness of the reinforcement of the mud pumping using the LVER, based on the vibration attenuation feature of the ballastless track-subgrade.
format Article
id doaj-art-fd2e7f243faa486c8ecbf5a45bbcb8d3
institution Kabale University
issn 1070-9622
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language English
publishDate 2019-01-01
publisher Wiley
record_format Article
series Shock and Vibration
spelling doaj-art-fd2e7f243faa486c8ecbf5a45bbcb8d32025-02-03T07:24:21ZengWileyShock and Vibration1070-96221875-92032019-01-01201910.1155/2019/98389529838952Behavior and Control of the Ballastless Track-Subgrade Vibration Induced by High-Speed Trains Moving on the Subgrade Bed with Mud PumpingJunjie Huang0Qian Su1Ting Liu2Wei Wang3School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, ChinaSchool of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, ChinaSchool of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, ChinaSchool of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, ChinaThis paper investigates behavior and control of the ballastless track-subgrade vibration induced by high-speed trains under mud pumping occurring in the subgrade bed. The characteristics of mud pumping occurring in the subgrade bed under the ballastless track structure are analyzed by visual observation and nondestructive testing. Then, based on the injection of the low-viscosity epoxy resin (LVER), the repair procedures for the mud pumping are proposed. A variety of on-site tests are performed on the ballastless track-subgrade with and without mud pumping and also after mud pumping reinforcement to analyze the vibration of the ballastless track-subgrade under the high-speed trains. The test results show that mud pumping can significantly increase the vertical vibration acceleration and displacement of the ballastless track structure and slightly decrease the vibration of subgrade surface. After mud pumping reinforcement, the abnormal vibration of the ballastless track-subgrade can be effectively controlled to make the vibration close to normal. In addition, the vibration ratio of the subgrade surface to the concrete base is proposed as a way to evaluate the effectiveness of the reinforcement of the mud pumping using the LVER, based on the vibration attenuation feature of the ballastless track-subgrade.http://dx.doi.org/10.1155/2019/9838952
spellingShingle Junjie Huang
Qian Su
Ting Liu
Wei Wang
Behavior and Control of the Ballastless Track-Subgrade Vibration Induced by High-Speed Trains Moving on the Subgrade Bed with Mud Pumping
Shock and Vibration
title Behavior and Control of the Ballastless Track-Subgrade Vibration Induced by High-Speed Trains Moving on the Subgrade Bed with Mud Pumping
title_full Behavior and Control of the Ballastless Track-Subgrade Vibration Induced by High-Speed Trains Moving on the Subgrade Bed with Mud Pumping
title_fullStr Behavior and Control of the Ballastless Track-Subgrade Vibration Induced by High-Speed Trains Moving on the Subgrade Bed with Mud Pumping
title_full_unstemmed Behavior and Control of the Ballastless Track-Subgrade Vibration Induced by High-Speed Trains Moving on the Subgrade Bed with Mud Pumping
title_short Behavior and Control of the Ballastless Track-Subgrade Vibration Induced by High-Speed Trains Moving on the Subgrade Bed with Mud Pumping
title_sort behavior and control of the ballastless track subgrade vibration induced by high speed trains moving on the subgrade bed with mud pumping
url http://dx.doi.org/10.1155/2019/9838952
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AT tingliu behaviorandcontroloftheballastlesstracksubgradevibrationinducedbyhighspeedtrainsmovingonthesubgradebedwithmudpumping
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