Analysis of Permeability and Dielectric Properties of Porous Asphalt Concrete

碩士 === 國立成功大學 === 土木工程學系碩博士班 === 98 === Porous asphalt concrete is designed with high porosity, with equivalent permeability. It can effectively reduce the possible rain water in the street, and to increase the surface friction, reducing the possibility of wheel slip. PAC can also reduce traffic-ind...

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Main Authors: Yung-ChiuanChen, 陳永全
Other Authors: Jian-Shiuh Chen
Format: Others
Language:zh-TW
Published: 2010
Online Access:http://ndltd.ncl.edu.tw/handle/22749086994518544697
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spelling ndltd-TW-098NCKU50151802015-11-06T04:04:01Z http://ndltd.ncl.edu.tw/handle/22749086994518544697 Analysis of Permeability and Dielectric Properties of Porous Asphalt Concrete 多孔性瀝青混凝土的透水與介電性質之分析 Yung-ChiuanChen 陳永全 碩士 國立成功大學 土木工程學系碩博士班 98 Porous asphalt concrete is designed with high porosity, with equivalent permeability. It can effectively reduce the possible rain water in the street, and to increase the surface friction, reducing the possibility of wheel slip. PAC can also reduce traffic-induced noise by absorbing noise. Pores will be clogged by sand and reduce porosity, resulting in permeability properties decreasing. Laboratory falling-head test measure K value has a good consistency with constant-head test. Falling-head test can measure K value on different water head, used to assess the drainage rate of PAC, and more understand the drainage characteristic of PAC. Research found, the rate of drainage is not proportional change with the thickness or head height, so K value can not maintain a constant value. Evaluating the effect of clog and compaction in laboratory drainage test, and then assess the in-situ permeability. Results shows KC/KO will decreased to 0.44. Clearing clog by suction will make KC/KO recovered to 0.58. High viscosity asphalt resistance to rutting best, then modify type III asphalt, AR-8000. Rutting has not obvious effect on vertical drainage, but except of HA with increase of rutting deformation, with decrease of permeability. By the relationship between K value and deformation can be constructed out of the pavement permeability model. Dielectric measurement as a kind of non-destructive testing, through the transmission and reflection of electromagnetic waves, which can effectively measure pavement thickness and density. To evaluate the change of pores between clog and deformation by dielectric measurement and experimental methods. Then constructing PAC density prediction model, and assess the relationship between K value and dielectric value. Key Words: permeability, falling-head test, dielectric value Jian-Shiuh Chen 陳建旭 2010 學位論文 ; thesis 105 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 國立成功大學 === 土木工程學系碩博士班 === 98 === Porous asphalt concrete is designed with high porosity, with equivalent permeability. It can effectively reduce the possible rain water in the street, and to increase the surface friction, reducing the possibility of wheel slip. PAC can also reduce traffic-induced noise by absorbing noise. Pores will be clogged by sand and reduce porosity, resulting in permeability properties decreasing. Laboratory falling-head test measure K value has a good consistency with constant-head test. Falling-head test can measure K value on different water head, used to assess the drainage rate of PAC, and more understand the drainage characteristic of PAC. Research found, the rate of drainage is not proportional change with the thickness or head height, so K value can not maintain a constant value. Evaluating the effect of clog and compaction in laboratory drainage test, and then assess the in-situ permeability. Results shows KC/KO will decreased to 0.44. Clearing clog by suction will make KC/KO recovered to 0.58. High viscosity asphalt resistance to rutting best, then modify type III asphalt, AR-8000. Rutting has not obvious effect on vertical drainage, but except of HA with increase of rutting deformation, with decrease of permeability. By the relationship between K value and deformation can be constructed out of the pavement permeability model. Dielectric measurement as a kind of non-destructive testing, through the transmission and reflection of electromagnetic waves, which can effectively measure pavement thickness and density. To evaluate the change of pores between clog and deformation by dielectric measurement and experimental methods. Then constructing PAC density prediction model, and assess the relationship between K value and dielectric value. Key Words: permeability, falling-head test, dielectric value
author2 Jian-Shiuh Chen
author_facet Jian-Shiuh Chen
Yung-ChiuanChen
陳永全
author Yung-ChiuanChen
陳永全
spellingShingle Yung-ChiuanChen
陳永全
Analysis of Permeability and Dielectric Properties of Porous Asphalt Concrete
author_sort Yung-ChiuanChen
title Analysis of Permeability and Dielectric Properties of Porous Asphalt Concrete
title_short Analysis of Permeability and Dielectric Properties of Porous Asphalt Concrete
title_full Analysis of Permeability and Dielectric Properties of Porous Asphalt Concrete
title_fullStr Analysis of Permeability and Dielectric Properties of Porous Asphalt Concrete
title_full_unstemmed Analysis of Permeability and Dielectric Properties of Porous Asphalt Concrete
title_sort analysis of permeability and dielectric properties of porous asphalt concrete
publishDate 2010
url http://ndltd.ncl.edu.tw/handle/22749086994518544697
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