Research on Design Indicators for Graded Crushed Stone Mixture Based on Vibration Molding Method

The asphalt pavement easily shows the diseases like cracking, rutting, and structural water damage during the early service life in Fujian province for the complex effects of very high temperature, easily rainy climatic condition, and high-frequency heavy loading. However, the corresponding studies...

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Main Authors: Li-biao Chen, Er-hu Yan, Jian Xu, Tao Ma, Jun-cheng Zeng, Yan Gong
Format: Article
Language:English
Published: Wiley 2020-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2020/5179563
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author Li-biao Chen
Er-hu Yan
Jian Xu
Tao Ma
Jun-cheng Zeng
Yan Gong
author_facet Li-biao Chen
Er-hu Yan
Jian Xu
Tao Ma
Jun-cheng Zeng
Yan Gong
author_sort Li-biao Chen
collection DOAJ
description The asphalt pavement easily shows the diseases like cracking, rutting, and structural water damage during the early service life in Fujian province for the complex effects of very high temperature, easily rainy climatic condition, and high-frequency heavy loading. However, the corresponding studies and strategies are still rare. Herein, in order to study the relationship of compaction methods on the stress-strain characteristics and shear strength of graded crushed stone mixtures, 11 kinds of typical graded crushed stone mixtures, which were taken from the five different expressways under construction in Fujian Province, were molded by both the modified vibration compaction and modified Proctor compaction. The results indicate that the modified vibration molding method matches much better with the compaction of practical projects and can be used to evaluate the performance of graded crushed stone mixtures. Further, the performance indexes got by the modified vibration compaction and the modified Proctor compaction have strong correlations. Therefore, based on the modified vibration compaction, the guidelines for standardized mix design of graded crushed stone mixture in Fujian province are proposed: the resilient modulus of 300 MPa and the deformation rate of 10–8 in the dynamic triaxial test are used as the performance indicators of the bearing capacity and the antideformation ability; the shear strength of 400 kPa in the static triaxial test is used as the performance indicators of the shear failure resistance. Besides, most limestone mixtures perform well and have the advantages of good resistance to permanent deformation and shear resistance.
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institution Kabale University
issn 1687-8434
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language English
publishDate 2020-01-01
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record_format Article
series Advances in Materials Science and Engineering
spelling doaj-art-a1934e4f58154cc0a37b56b2b39c850a2025-02-03T01:01:25ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422020-01-01202010.1155/2020/51795635179563Research on Design Indicators for Graded Crushed Stone Mixture Based on Vibration Molding MethodLi-biao Chen0Er-hu Yan1Jian Xu2Tao Ma3Jun-cheng Zeng4Yan Gong5Fujian Expressway Construction Directorate, Fuzhou, Fujian 350001, ChinaResearch Institute of Expressway, Ministry of Transport, Beijing 100088, ChinaResearch Institute of Expressway, Ministry of Transport, Beijing 100088, ChinaTransportation College, Southeast University, Nanjing 210096, Jiangsu, ChinaFujian Expressway Construction Directorate, Fuzhou, Fujian 350001, ChinaResearch Institute of Expressway, Ministry of Transport, Beijing 100088, ChinaThe asphalt pavement easily shows the diseases like cracking, rutting, and structural water damage during the early service life in Fujian province for the complex effects of very high temperature, easily rainy climatic condition, and high-frequency heavy loading. However, the corresponding studies and strategies are still rare. Herein, in order to study the relationship of compaction methods on the stress-strain characteristics and shear strength of graded crushed stone mixtures, 11 kinds of typical graded crushed stone mixtures, which were taken from the five different expressways under construction in Fujian Province, were molded by both the modified vibration compaction and modified Proctor compaction. The results indicate that the modified vibration molding method matches much better with the compaction of practical projects and can be used to evaluate the performance of graded crushed stone mixtures. Further, the performance indexes got by the modified vibration compaction and the modified Proctor compaction have strong correlations. Therefore, based on the modified vibration compaction, the guidelines for standardized mix design of graded crushed stone mixture in Fujian province are proposed: the resilient modulus of 300 MPa and the deformation rate of 10–8 in the dynamic triaxial test are used as the performance indicators of the bearing capacity and the antideformation ability; the shear strength of 400 kPa in the static triaxial test is used as the performance indicators of the shear failure resistance. Besides, most limestone mixtures perform well and have the advantages of good resistance to permanent deformation and shear resistance.http://dx.doi.org/10.1155/2020/5179563
spellingShingle Li-biao Chen
Er-hu Yan
Jian Xu
Tao Ma
Jun-cheng Zeng
Yan Gong
Research on Design Indicators for Graded Crushed Stone Mixture Based on Vibration Molding Method
Advances in Materials Science and Engineering
title Research on Design Indicators for Graded Crushed Stone Mixture Based on Vibration Molding Method
title_full Research on Design Indicators for Graded Crushed Stone Mixture Based on Vibration Molding Method
title_fullStr Research on Design Indicators for Graded Crushed Stone Mixture Based on Vibration Molding Method
title_full_unstemmed Research on Design Indicators for Graded Crushed Stone Mixture Based on Vibration Molding Method
title_short Research on Design Indicators for Graded Crushed Stone Mixture Based on Vibration Molding Method
title_sort research on design indicators for graded crushed stone mixture based on vibration molding method
url http://dx.doi.org/10.1155/2020/5179563
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