Effects of Ground Granulated Blast Slag and Wollastonite in Bituminous Concrete Pavement to Determine the Rutting Behavior and Marshall Parameter

2020 ◽  
Vol 14 (9) ◽  
Keyword(s):  
Concrete Pavement ◽  
Rutting Behavior ◽  
Bituminous Concrete

Performance of Permeable Asphalt Pavement during Rainfall Infiltration

2011 ◽  
Vol 90-93 ◽  
pp. 774-777
Author(s):  
Xiao Lan Huang ◽  
Jun Xiong
Keyword(s):  
Asphalt Pavement ◽  
Structural Characteristics ◽  
Calculation Model ◽  
Structure Design ◽  
Concrete Pavement ◽  
Water Level Fluctuations ◽  
Asphalt Pavements ◽  
Simulation Results ◽  
The Difference ◽  
Bituminous Concrete

The purpose of this paper is to summarize the performance of permeable asphalt pavements (PAP) and to recommend future areas of research and development. The development of PAP as an integral part of sustainable drainage systems is reviewed in the context of traditional and modern urban drainage. The difference between the permeable asphalt pavement and the ordinary bituminous concrete pavement is discussed. A description of the seepage calculation model based on the structural characteristics of PAP is presented. And also water level fluctuations of both the water permeable asphalt pavement and the ordinary bituminous concrete pavement are analyzed by comparing their numerical simulation results. Finally the drainage performance of the water permeable asphalt pavement is demonstrated. The long-term effectiveness of permeable pavement as an alternative to traditional impervious asphalt pavement is examined. The simulation results could provide significant guidance for the structure design of water permeable asphalt pavement.

scholarly journals Brake tests of studded rubber motor tyres on wet bituminous concrete pavement at zero temperatures

2020 ◽  
Vol 17 (3) ◽  
pp. 173-177
Author(s):  
S. S. Evtyukov ◽  
◽  
I. S. Gladushevskiy ◽  
Keyword(s):  
Calculation Method ◽  
Technological Progress ◽  
Asphalt Pavement ◽  
Concrete Pavement ◽  
Vehicle Deceleration ◽  
Bituminous Concrete

There were carried out deceleration tests of category M1 vehicles using the BRAKETESTER model LWS-2/MC decelerometer on dry asphalt pavement t=(0±0,5) °C. The calculation method was considered and the coefficient of the vehicle deceleration variation taking into account technological progress was introduced.

Early Detection of Honeycombs in Concrete Pavement Using GPR

2021 ◽  
Vol 35 (1) ◽  
pp. 04020138
Author(s):  
Theresa McCabe ◽  
Ece Erdogmus ◽  
Antony Kodsy ◽  
George Morcous
Keyword(s):  
Early Detection ◽  
Concrete Pavement

Surface Wear of Concrete Pavement

2018 ◽  
pp. 125-128
Author(s):  
Atul D. Runwal ◽  
Ankit P. Thakare ◽  
Parikshit P. Thakare ◽  
Sagar Jagatap ◽  
Abhijit Warudkar
Keyword(s):  
Concrete Pavement ◽  
Surface Wear

Experience of application of epoxн asphalt concrete pavement on road bridges

2019 ◽  
pp. 78-92
Author(s):  
Vladimir Zelenovsky ◽  
◽  
Ivan Kopinets ◽  
Arthur Onishchenko ◽  
◽  
...  
Keyword(s):  
Asphalt Concrete ◽  
Concrete Pavement ◽  
Asphalt Concrete Pavement

LARGE SCALE EXPERIMENTS AND ANALYSES ON RUNOFF PROCESS FROM POROUS CONCRETE PAVEMENT

2018 ◽  
Vol 74 (4) ◽  
pp. I_967-I_972
Author(s):  
Morihiro HARADA ◽  
Shigemitsu HATANAKA ◽  
Naoki MISHIMA ◽  
Shohei IIO
Keyword(s):  
Large Scale ◽  
Concrete Pavement ◽  
Porous Concrete
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