A SmartRock-Based Method for Determining the Gyratory Compaction Locking Point of Asphalt MixtureSource: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 010::page 04024313-1Author:Zhiqiang Cheng
,
Shengjia Xie
,
De Zhang
,
Xiaoyang Jia
,
Tao Wang
,
Yuetan Ma
,
Baoshan Huang
DOI: 10.1061/JMCEE7.MTENG-17697Publisher: American Society of Civil Engineers
Abstract: Compaction is a critical step in the construction of an asphalt mixture. To effectively compact an asphalt mixture, the locking point, which identifies the effective compaction, was introduced based on the change in volumes of the asphalt mixture during gyratory compaction. However, the existing definition of the locking point is solely dependent on the volumetric properties of compacted mixtures and may not be necessarily associated with the skeleton of the mixture. In this paper, the locking point for a compacted asphalt mixture was defined and determined using dynamic responses measured by a particle sensor. Gyratory compaction and field compaction tests were carried out with particle sensors embedded to analyze the evolution of the aggregates’ dynamic responses. Then, a novel dynamic response rate of the change index Rs was proposed to represent the evolution process of the asphalt mixture compaction. The Superpave gyratory compactor (SGC) results show that the acceleration and rotation angle of the particle sensors varied during compaction and did not converge in the end. The SGC compaction process can be divided into three stages: the initial compaction stage, transition stage, and plateau stage based on the rate of stress (Rs). Meanwhile, the inflection point between the transition stage and plateau stage in the compaction curve was defined as the locking point. It was found that the locking point determined by the sensors in the middle of the compacted specimens was later than that determined by the gyratory compaction. The contact interlocking initiated at the bottom of a compacted specimen and moved upward. The field compaction test results of the particle sensors showed that the contact stress also had a significant trend of convergence after being compacted by a pneumatic-tired roller, which indicates that the test stress index based on the particle sensors could be used for the evaluation of compaction quality.
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contributor author | Zhiqiang Cheng | |
contributor author | Shengjia Xie | |
contributor author | De Zhang | |
contributor author | Xiaoyang Jia | |
contributor author | Tao Wang | |
contributor author | Yuetan Ma | |
contributor author | Baoshan Huang | |
date accessioned | 2024-12-24T10:37:51Z | |
date available | 2024-12-24T10:37:51Z | |
date copyright | 10/1/2024 12:00:00 AM | |
date issued | 2024 | |
identifier other | JMCEE7.MTENG-17697.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4299274 | |
description abstract | Compaction is a critical step in the construction of an asphalt mixture. To effectively compact an asphalt mixture, the locking point, which identifies the effective compaction, was introduced based on the change in volumes of the asphalt mixture during gyratory compaction. However, the existing definition of the locking point is solely dependent on the volumetric properties of compacted mixtures and may not be necessarily associated with the skeleton of the mixture. In this paper, the locking point for a compacted asphalt mixture was defined and determined using dynamic responses measured by a particle sensor. Gyratory compaction and field compaction tests were carried out with particle sensors embedded to analyze the evolution of the aggregates’ dynamic responses. Then, a novel dynamic response rate of the change index Rs was proposed to represent the evolution process of the asphalt mixture compaction. The Superpave gyratory compactor (SGC) results show that the acceleration and rotation angle of the particle sensors varied during compaction and did not converge in the end. The SGC compaction process can be divided into three stages: the initial compaction stage, transition stage, and plateau stage based on the rate of stress (Rs). Meanwhile, the inflection point between the transition stage and plateau stage in the compaction curve was defined as the locking point. It was found that the locking point determined by the sensors in the middle of the compacted specimens was later than that determined by the gyratory compaction. The contact interlocking initiated at the bottom of a compacted specimen and moved upward. The field compaction test results of the particle sensors showed that the contact stress also had a significant trend of convergence after being compacted by a pneumatic-tired roller, which indicates that the test stress index based on the particle sensors could be used for the evaluation of compaction quality. | |
publisher | American Society of Civil Engineers | |
title | A SmartRock-Based Method for Determining the Gyratory Compaction Locking Point of Asphalt Mixture | |
type | Journal Article | |
journal volume | 36 | |
journal issue | 10 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/JMCEE7.MTENG-17697 | |
journal fristpage | 04024313-1 | |
journal lastpage | 04024313-17 | |
page | 17 | |
tree | Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 010 | |
contenttype | Fulltext |