Effect of permeable area change of Geocell composite on permeability performance of porous asphalt pavement

We examined the possibility of improved runoff control in a porous asphalt pavement by installing beneath it an infiltration pipe with a numerical simulation model that can simulate rainfall infiltration and runoff at the porous asphalt pavement. From the results of simulations about runoff and infiltration at the porous asphalt pavement, it became clear that putting a pipe under the porous asphalt pavement had considerable effect, especially during the latter part of the rainfall.

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Stability and Permeability Characteristics of Porous Asphalt Pavement: An Experimental Case Study

Case Studies in Construction Materials ◽

10.1016/j.cscm.2021.e00591 ◽

2021 ◽

pp. e00591

Author(s):

Mohammad Nadeem Akhtar ◽

Mohammed Jameel ◽

Abdullah M. Al-Shamrani ◽

Nadeem A. Khan ◽

Zainah Ibrahim ◽

...

Keyword(s):

Asphalt Pavement ◽

Porous Asphalt ◽

Permeability Characteristics

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Technological Study on Interlayer Bonding of Double-Layer Porous Asphalt Pavement

Applied Mechanics and Materials ◽

10.4028/www.scientific.net/amm.405-408.1725 ◽

2013 ◽

Vol 405-408 ◽

pp. 1725-1732 ◽

Cited By ~ 1

Author(s):

Guo Qi Tang ◽

Dong Wei Cao ◽

Ke Zhong ◽

Xiao Qiang Yang

Keyword(s):

Double Layer ◽

Asphalt Pavement ◽

Layer By Layer ◽

Simulation Experiments ◽

Porous Asphalt ◽

One Step ◽

Bonding Technology ◽

Pavement Structure ◽

Technological Study ◽

Interlayer Bonding

The interlayer bonding of double-layer porous asphalt pavement will show more variations with different construction technologies, such as one-step molding by double-layer (hot on hot) paver, or paving layer by layer (hot on cold) with or without tack coat, and the variations will definitely have influences on pavement structure. Different interlayer technologies are studied in this paper on three levels including simulation experiments on specimen by indoor preparation, calculation of pavement mechanics, and construction of testing road, so that optimal interlayer bonding technology for double-layer porous asphalt pavement is discussed in combination with its effect on permeability.

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FEM analysis of heat transfer in porous asphalt pavement

Functional Pavements ◽

10.1201/9781003156222-58 ◽

2020 ◽

pp. 365-369

Author(s):

Muhammad Waheed Abid ◽

Ali Raza Khan ◽

Bin Yu*

Keyword(s):

Heat Transfer ◽

Asphalt Pavement ◽

Fem Analysis ◽

Porous Asphalt

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Structural and functional deterioration of porous asphalt pavement under moving wheel load in laboratory

Asphalt Pavements ◽

10.1201/b17219-102 ◽

2014 ◽

pp. 837-846 ◽

Cited By ~ 2

Keyword(s):

Asphalt Pavement ◽

Wheel Load ◽

Porous Asphalt ◽

Functional Deterioration

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The Influence of Porous Asphalt Pavement Based on DEMATEL

Applied Mechanics and Materials ◽

10.4028/www.scientific.net/amm.178-181.1333 ◽

2012 ◽

Vol 178-181 ◽

pp. 1333-1337 ◽

Cited By ~ 1

Author(s):

Ching Tsung Hung ◽

Shih Huang Chen ◽

Chia Chen Wu

Keyword(s):

High Performance ◽

Asphalt Pavement ◽

Laboratory Method ◽

Road User ◽

Porous Asphalt ◽

Decision Method ◽

Drainage Capacity ◽

Pavement Construction ◽

The Relationship ◽

Multiple Conditions

Taiwan position is in the subtropics, the climate is high temperature and much rains of year. Freeway mostly uses traditional dense grade in pavement construction, so the pavement could not remove water quickly in rainy day. It will deteriorate by rutting and aging, due to increasing maintenance frequency and cost. Porous asphalt pavement has high performance on road user safe and amenity in many countries. But the prescription in porous asphalt is Variable, for example, the fiber has miner and wood. Base on multiple conditions, the best performance can choice by multiple criteria decision method. This methodology needs the criteria under independent, but the real world is not. The study use Decision-Making Trial and Evaluation Laboratory method to establish the relationship in criteria. With result, the drainage capacity was the important factor in porous asphalt pavement.

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