Prediction Model for Connected Voids Ratio of the Porous Asphalt Mixture

The practice showed that the difficulty to precisely predict the water permeability of the asphalt mixture by porosity creates the problem of the discrepancy between the material design and its function. And in the porous asphalt mixture, it is the connected voids ratio that truly bears the function...

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Main Authors: Xiang Li, Zhaoyi He
Format: Article
Language:English
Published: Hindawi Limited 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/3760435
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spelling doaj-1ed4625b10f944ea990387e8c9059bf82020-11-25T02:38:43ZengHindawi LimitedAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/37604353760435Prediction Model for Connected Voids Ratio of the Porous Asphalt MixtureXiang Li0Zhaoyi He1College of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, ChinaCollege of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, ChinaThe practice showed that the difficulty to precisely predict the water permeability of the asphalt mixture by porosity creates the problem of the discrepancy between the material design and its function. And in the porous asphalt mixture, it is the connected voids ratio that truly bears the function of water permeability. However, there are many factors influencing the connected voids, and their influence laws remain to be known. Having analyzed the effects of different technical parameter on connected voids, 135°C rotation viscosity parameter was chosen in this paper to study the influences of properties of the asphalt mixture on connected voids. The equivalent width among framework gaps was quantified. The relation between the equivalent width, passing ratio of key sieve, and connected voids was discussed, and hence the prediction model for connected voids was established. The research showed that asphalt mixture with high 135°C rotation viscosity of asphalt had smaller connected voids, but the viscosity had less influence on connected voids ratio of asphalt mixture with larger equivalent width among framework gaps. The larger the equivalent width among framework gaps, the bigger the connected voids ratio. The passing rate of 2.36 mm sieve increased; both voids ratio and connected voids ratio became smaller and the difference value between them increased. Since the limitations of the composite specimens limited the prediction range, when the passing rate of 2.36 mm gradation was too small, there was a huge difference between the prediction value and the actual value. This model can predict the connected voids ratio under the stage of gradation design, thus saving the experiment time, shortening the design period, and providing some guidance to the adjustment of the raw material choosing and gradation.http://dx.doi.org/10.1155/2020/3760435
collection DOAJ
language English
format Article
sources DOAJ
author Xiang Li
Zhaoyi He
spellingShingle Xiang Li
Zhaoyi He
Prediction Model for Connected Voids Ratio of the Porous Asphalt Mixture
Advances in Civil Engineering
author_facet Xiang Li
Zhaoyi He
author_sort Xiang Li
title Prediction Model for Connected Voids Ratio of the Porous Asphalt Mixture
title_short Prediction Model for Connected Voids Ratio of the Porous Asphalt Mixture
title_full Prediction Model for Connected Voids Ratio of the Porous Asphalt Mixture
title_fullStr Prediction Model for Connected Voids Ratio of the Porous Asphalt Mixture
title_full_unstemmed Prediction Model for Connected Voids Ratio of the Porous Asphalt Mixture
title_sort prediction model for connected voids ratio of the porous asphalt mixture
publisher Hindawi Limited
series Advances in Civil Engineering
issn 1687-8086
1687-8094
publishDate 2020-01-01
description The practice showed that the difficulty to precisely predict the water permeability of the asphalt mixture by porosity creates the problem of the discrepancy between the material design and its function. And in the porous asphalt mixture, it is the connected voids ratio that truly bears the function of water permeability. However, there are many factors influencing the connected voids, and their influence laws remain to be known. Having analyzed the effects of different technical parameter on connected voids, 135°C rotation viscosity parameter was chosen in this paper to study the influences of properties of the asphalt mixture on connected voids. The equivalent width among framework gaps was quantified. The relation between the equivalent width, passing ratio of key sieve, and connected voids was discussed, and hence the prediction model for connected voids was established. The research showed that asphalt mixture with high 135°C rotation viscosity of asphalt had smaller connected voids, but the viscosity had less influence on connected voids ratio of asphalt mixture with larger equivalent width among framework gaps. The larger the equivalent width among framework gaps, the bigger the connected voids ratio. The passing rate of 2.36 mm sieve increased; both voids ratio and connected voids ratio became smaller and the difference value between them increased. Since the limitations of the composite specimens limited the prediction range, when the passing rate of 2.36 mm gradation was too small, there was a huge difference between the prediction value and the actual value. This model can predict the connected voids ratio under the stage of gradation design, thus saving the experiment time, shortening the design period, and providing some guidance to the adjustment of the raw material choosing and gradation.
url http://dx.doi.org/10.1155/2020/3760435
work_keys_str_mv AT xiangli predictionmodelforconnectedvoidsratiooftheporousasphaltmixture
AT zhaoyihe predictionmodelforconnectedvoidsratiooftheporousasphaltmixture
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