Modification of rutting prediction model for with semi-rigid base in service based on accelerated loading test

With the rapid increase in vehicles, the load on the asphalt pavement increases, which aggravates the appearance of rutting disease. In order to establish an effective rutting depth prediction model, this study carried out accelerated loading tests (ALT) of asphalt pavement at three different temper...

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Main Authors: Kun Chen, Chuanyi Zhuang, Jiahao Zhang, Yan Hao
Format: Article
Language:English
Published: Elsevier 2022-12-01
Series:Case Studies in Construction Materials
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2214509522008361
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author Kun Chen
Chuanyi Zhuang
Jiahao Zhang
Yan Hao
author_facet Kun Chen
Chuanyi Zhuang
Jiahao Zhang
Yan Hao
author_sort Kun Chen
collection DOAJ
description With the rapid increase in vehicles, the load on the asphalt pavement increases, which aggravates the appearance of rutting disease. In order to establish an effective rutting depth prediction model, this study carried out accelerated loading tests (ALT) of asphalt pavement at three different temperature environments of 60 °C, 45 °C, and 30 °C for Ji-Qing Expressway at the end of service. The rutting depth of the test was measured using a Lr-70/700 laser rut measuring instrument, and the relationship between the rutting depth of asphalt pavement and the temperature change was examined. At the ambient temperature of 60 °C, three different loading speeds of 3.5 km/h, 4.5 km/h, and 5.5 km/h were tested to analyze the influence of load frequency on rutting depth. With the SPSS analysis software, the regression analysis of the collected test data was carried out to modify the rutting prediction model established by the indoor improved MTS test. The results show that when the loading speed is increased from 3.5 km/h to 4.5 km/h, the rutting depth can be reduced by 11%. When the loading speed increases from 4.5 km/h to 5.5 km/h, the rut depth can be reduced by 15.8%. When the loading temperature increases from 30 °C to 45 °C, the rut depth increases by 2.15 times. When the loading temperature increased from 45 °C to 60 °C, the rutting depth increased by 0.46 times.
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spelling doaj.art-b9cbfbb639474127b4d2fefcd9e136522022-12-22T02:55:04ZengElsevierCase Studies in Construction Materials2214-50952022-12-0117e01704Modification of rutting prediction model for with semi-rigid base in service based on accelerated loading testKun Chen0Chuanyi Zhuang1Jiahao Zhang2Yan Hao3School of Transportation and Civil Engineering, Shandong Jiao tong University, Jinan 250357, ChinaSchool of Transportation and Civil Engineering, Shandong Jiao tong University, Jinan 250357, China; Corresponding author.Shandong Construction Engineering Quality Inspection and Testing Center Co. Ltd., Jinan 250100, ChinaSchool of Transportation and Civil Engineering, Shandong Jiao tong University, Jinan 250357, ChinaWith the rapid increase in vehicles, the load on the asphalt pavement increases, which aggravates the appearance of rutting disease. In order to establish an effective rutting depth prediction model, this study carried out accelerated loading tests (ALT) of asphalt pavement at three different temperature environments of 60 °C, 45 °C, and 30 °C for Ji-Qing Expressway at the end of service. The rutting depth of the test was measured using a Lr-70/700 laser rut measuring instrument, and the relationship between the rutting depth of asphalt pavement and the temperature change was examined. At the ambient temperature of 60 °C, three different loading speeds of 3.5 km/h, 4.5 km/h, and 5.5 km/h were tested to analyze the influence of load frequency on rutting depth. With the SPSS analysis software, the regression analysis of the collected test data was carried out to modify the rutting prediction model established by the indoor improved MTS test. The results show that when the loading speed is increased from 3.5 km/h to 4.5 km/h, the rutting depth can be reduced by 11%. When the loading speed increases from 4.5 km/h to 5.5 km/h, the rut depth can be reduced by 15.8%. When the loading temperature increases from 30 °C to 45 °C, the rut depth increases by 2.15 times. When the loading temperature increased from 45 °C to 60 °C, the rutting depth increased by 0.46 times.http://www.sciencedirect.com/science/article/pii/S2214509522008361Road engineeringRuttingAccelerated loading testRegression analysisRutting prediction model
spellingShingle Kun Chen
Chuanyi Zhuang
Jiahao Zhang
Yan Hao
Modification of rutting prediction model for with semi-rigid base in service based on accelerated loading test
Case Studies in Construction Materials
Road engineering
Rutting
Accelerated loading test
Regression analysis
Rutting prediction model
title Modification of rutting prediction model for with semi-rigid base in service based on accelerated loading test
title_full Modification of rutting prediction model for with semi-rigid base in service based on accelerated loading test
title_fullStr Modification of rutting prediction model for with semi-rigid base in service based on accelerated loading test
title_full_unstemmed Modification of rutting prediction model for with semi-rigid base in service based on accelerated loading test
title_short Modification of rutting prediction model for with semi-rigid base in service based on accelerated loading test
title_sort modification of rutting prediction model for with semi rigid base in service based on accelerated loading test
topic Road engineering
Rutting
Accelerated loading test
Regression analysis
Rutting prediction model
url http://www.sciencedirect.com/science/article/pii/S2214509522008361
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AT chuanyizhuang modificationofruttingpredictionmodelforwithsemirigidbaseinservicebasedonacceleratedloadingtest
AT jiahaozhang modificationofruttingpredictionmodelforwithsemirigidbaseinservicebasedonacceleratedloadingtest
AT yanhao modificationofruttingpredictionmodelforwithsemirigidbaseinservicebasedonacceleratedloadingtest