Laboratory evaluation of the effect of longitudinal rutting on transversal permeability in porous asphalt pavement

被引：2

作者：

Chen J. ^{[1
]}

Kong Y. ^{[1
]}

Huang X. ^{[2
]}

Xu Y. ^{[1
]}

Wang L. ^{[3
]}

机构：

[1] College of Civil and Transportation Engineering, Hohai University, Nanjing

[2] School of Transportation, Southeast University, Nanjing

[3] The Via Department of Civil and Environmental Engineering, Virginia Polytechnic Institute and State University, Blacksburg, 24061, VA

来源：

Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition) | 2016年 / 46卷 / 03期

关键词：

Permeability; Permeameter; Porous asphalt pavement; Rutting;

D O I：

10.3969/j.issn.1001-0505.2016.03.021

中图分类号：

学科分类号：

摘要：

To investigate permeability loss or reduction due to longitudinal rutting, a permeameter was developed with consideration of both rainwater flowing procedure and the pavement transversal slope. Wheel rutting tests were conducted on the eight types of open graded friction course (OGFC) samples to simulate the rutting deformation. The developed permeameter was used to test the permeability of OGFC samples with different rutting depths. The permeability loss due to rutting deformation was calculated. Results show that permeability loss due to deformation-related clogging is significant. The permeability coefficient has no significant relationship with the dynamic stability, but it decreases linearly with the increasing rutting depth of the OGFC mixtures. The rutting depth is recommended as a design index to control the permeability loss of the OGFC mixture rather than the dynamic stability. Permeability loss due to deformation-related clogging can be reduced effectively by using large nominal maximum aggregate size, high viscosity asphalt binder and large air voids. © 2016, Editorial Department of Journal of Southeast University. All right reserved.

引用

页码：584 / 588

页数：4

共 10 条

[1]

Coleri E., Kayhanian M., Harvey J.T., Et al., Clogging evaluation of open graded friction course pavements tested under rainfall and heavy vehicle simulators, Journal of Environmental Management, 129, pp. 164-172, (2013)

[2]

Yong C.F., McCarthy D.T., Deletic A., Predicting physical clogging of porous and permeable pavements, Journal of Hydrology, 481, pp. 48-55, (2013)

[3]

Jiang W., Sha A., Xiao J., Et al., Experimental study on the clogging of porous asphalt concrete, Journal of Building Materials, 16, 2, pp. 271-275, (2013)

[4]

Chen J., Li H., Huang X.M., Laboratory evaluation on permeability loss of open graded friction course mixtures due to deformation-and particle-related clogging, Transportation Research Board 94th Annual Meeting, pp. 11-15, (2015)

[5]

Hu R., Yan G., Li J., Et al., Application and functional conservation of porous asphalt pavement testing section in Shanghai expo garden, Shanghai Highways, 3, pp. 22-27, (2010)

[6]

Hamzah M.O., Hasan M.R.M., Van De Ven M., Permeability loss in porous asphalt due to binder creep, Construction and Building Materials, 30, pp. 10-15, (2012)

[7]

Fwa T.F., Tan S.A., Chuai C.T., Et al., Expedient permeability measurement for porous pavement surface, International Journal of Pavement Engineering, 2, 4, pp. 259-270, (2001)

[8]

Li H., Kayhanian M., Harvey J.T., Comparative field permeability measurement of permeable pavements using ASTM C1701 and NCAT permeameter methods, Journal of Environmental Management, 118, pp. 144-152, (2013)

[9]

Lucke T., Beecham S., Field investigation of clogging in a permeable pavement system, Building Research and Information, 39, 6, pp. 603-615, (2011)

[10]

Feng D., Yi J., Wang D., Experimental study on permeability characteristic of asphalt mixture, Journal of Building Materials, 13, 2, (2010)

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