Measurement of Permeability in Horizontal Direction of Open-Graded Friction Course with Rutting

Although the permeability of open-graded friction course (OGFC) materials in the transverse direction and the reduction in permeability associated with long-term traffic loading are important issues, they have remained under researched thus far. In this study, testing equipment and procedure were de...

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Main Authors: Jaewon Yoo, Tan Hung Nguyen, Eungu Lee, Yunje Lee, Jaehun Ahn
Format: Article
Language:English
Published: MDPI AG 2020-08-01
Series:Sustainability
Subjects:
Online Access:https://www.mdpi.com/2071-1050/12/16/6428
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spelling doaj-15ff094bfc8e4527878fa084d7f74ecc2020-11-25T03:17:38ZengMDPI AGSustainability2071-10502020-08-01126428642810.3390/su12166428Measurement of Permeability in Horizontal Direction of Open-Graded Friction Course with RuttingJaewon Yoo0Tan Hung Nguyen1Eungu Lee2Yunje Lee3Jaehun Ahn4Research Institute of Industrial Technology, Pusan National University, Busan 46241, KoreaFaculty of Civil Engineering, Can Tho University of Technology, Can Tho 94000, VietnamTechnology Development Center, Saman Corporation, Seoul 05774, KoreaDepartment of Civil and Environmental Engineering, Pusan National University, Busan 46241, KoreaDepartment of Civil and Environmental Engineering, Pusan National University, Busan 46241, KoreaAlthough the permeability of open-graded friction course (OGFC) materials in the transverse direction and the reduction in permeability associated with long-term traffic loading are important issues, they have remained under researched thus far. In this study, testing equipment and procedure were developed to evaluate the permeability of an OGFC specimen along the horizontal direction and its reduction due to rutting. Horizontal permeability tests were conducted by varying the hydraulic gradient of specimens with porosities of 19.6%, 15.6%, and 10.3%. The reduction in cross-section due to traffic loading was simulated via a wheel tracking test, and the permeability was subsequently evaluated. The reliability of test methodology was successfully verified; the tendency of the relationship between discharge velocity and hydraulic gradient was in good agreement with existing research results. The reduction in cross-sectional flow area due to rutting decreased and the horizontal permeability. The test results using developed testing equipment will enable efficient OGFC design.https://www.mdpi.com/2071-1050/12/16/6428open-graded friction coursepermeabilityhorizontal permeabilityhydraulic gradientruttingporosity
collection DOAJ
language English
format Article
sources DOAJ
author Jaewon Yoo
Tan Hung Nguyen
Eungu Lee
Yunje Lee
Jaehun Ahn
spellingShingle Jaewon Yoo
Tan Hung Nguyen
Eungu Lee
Yunje Lee
Jaehun Ahn
Measurement of Permeability in Horizontal Direction of Open-Graded Friction Course with Rutting
Sustainability
open-graded friction course
permeability
horizontal permeability
hydraulic gradient
rutting
porosity
author_facet Jaewon Yoo
Tan Hung Nguyen
Eungu Lee
Yunje Lee
Jaehun Ahn
author_sort Jaewon Yoo
title Measurement of Permeability in Horizontal Direction of Open-Graded Friction Course with Rutting
title_short Measurement of Permeability in Horizontal Direction of Open-Graded Friction Course with Rutting
title_full Measurement of Permeability in Horizontal Direction of Open-Graded Friction Course with Rutting
title_fullStr Measurement of Permeability in Horizontal Direction of Open-Graded Friction Course with Rutting
title_full_unstemmed Measurement of Permeability in Horizontal Direction of Open-Graded Friction Course with Rutting
title_sort measurement of permeability in horizontal direction of open-graded friction course with rutting
publisher MDPI AG
series Sustainability
issn 2071-1050
publishDate 2020-08-01
description Although the permeability of open-graded friction course (OGFC) materials in the transverse direction and the reduction in permeability associated with long-term traffic loading are important issues, they have remained under researched thus far. In this study, testing equipment and procedure were developed to evaluate the permeability of an OGFC specimen along the horizontal direction and its reduction due to rutting. Horizontal permeability tests were conducted by varying the hydraulic gradient of specimens with porosities of 19.6%, 15.6%, and 10.3%. The reduction in cross-section due to traffic loading was simulated via a wheel tracking test, and the permeability was subsequently evaluated. The reliability of test methodology was successfully verified; the tendency of the relationship between discharge velocity and hydraulic gradient was in good agreement with existing research results. The reduction in cross-sectional flow area due to rutting decreased and the horizontal permeability. The test results using developed testing equipment will enable efficient OGFC design.
topic open-graded friction course
permeability
horizontal permeability
hydraulic gradient
rutting
porosity
url https://www.mdpi.com/2071-1050/12/16/6428
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