scholarly journals Performance analysis of a porous asphalt mixture with the use of concrete waste as a coarse aggregate and the addition of gilsonite materials

2020 ◽  
Vol 732 ◽  
pp. 012013
Author(s):  
F N M Sianturi ◽  
S Sulaiman
Keyword(s):  
Performance Analysis ◽  
Coarse Aggregate ◽  
Asphalt Mixture ◽  
Porous Asphalt

Utilization of Steel Slag as Aggregates for Porous Asphalt Mixture

2014 ◽  
Vol 599 ◽  
pp. 261-264 ◽  
Author(s):  
Can Hua Li ◽  
Xiao Dong Xiang ◽  
Xi Ying Zhou ◽  
Xiao Qian Tu
Keyword(s):  
Coarse Aggregate ◽  
Steel Slag ◽  
Asphalt Mixture ◽  
Asphalt Mixtures ◽  
Ratio Test ◽  
Strength Ratio ◽  
Stability Ratio ◽  
Porous Asphalt ◽  
Open Graded Friction Course ◽  
Residual Stability

Steel slag is a byproduct, making up a portion of 15-20% of iron output. Most of them are deposited in slag storing yards and thus results in many serious environment problems in China. This paper aims to explore the feasibility of utilizing steel slag as aggregates in porous asphalt mixtures. Open-graded friction course (OGFC), a permeable and porous asphalt mixture, was evolved in this paper. Residual stability ratio test, tensile strength ratio test, seepage test and rutting test got used in the research. Results showed that OGFC with steel slag as coarse aggregate had good performances.

scholarly journals PENGARUH PENGGUNAAN LIMBAH BETON TERHADAP PARAMETER MARSHALL CAMPURAN BERASPAL BERPORI

2020 ◽  
Vol 20 (2) ◽  
pp. 97-104
Author(s):  
Rista Siang ◽  
Amelia Makmur
Keyword(s):  
Coarse Aggregate ◽  
Asphalt Mixture ◽  
Drainage System ◽  
Asphalt Mixtures ◽  
Porous Asphalt

Abstract A problem that may occur in road pavements that are relatively impermeable to water is the runoff of water, because water cannot seep to the bottom of the pavement, so it can be drained into a drainage system. To overcome this problem, a porous asphalt mixture can be used. In this study the use of concrete waste was tried to replace the coarse aggregate used to make porous asphalt mixtures. For this reason, experiments are carried out in the laboratory, by making some specimens, which are then subject to Marshall testing. The coarse aggregate used to make the mixture is replaced by concrete waste, with a proportion of 25%, 50%, 75%, and 100%. The results of this study indicate that concrete waste changes the Marshall parameters of a porous asphalt mixture. Keywords: porous asphalt mixture; Marshall testing; concrete waste; Marshall parameter.  Abstrak Suatu permasalahan yang mungkin terjadi pada perkerasan jalan yang relatif kedap air adalah adanya limpasan air, karena air tidak dapat meresap hingga ke bawah perkerasan, untuk dapat dialirkan ke suatu sistem drainase. Untuk mengatasi masalah tersebut, dapat digunakan campuran beraspal berpori. Pada studi ini dicoba peng-gunaan limbah beton untuk mengganti agregat kasar yang digunakan untuk membuat campuran beraspal berpori. Untuk itu dilakukan percobaan di laboratorium, dengan membuat benda-benda uji, yang selanjutnya dilakukan pengujian Marshall. Agregat kasar yang digunakan untuk membuat campuran diganti dengan limbah beton, dengan proporsi sebesar 25%, 50%, 75%, dan 100%. Hasil penelitian ini menunjukkan bahwa limbah beton mengubah parameter Marshall campuran beraspal berpori. Kata-kata kunci: campuran beraspal berpori; pengujian Marshall; limbah beton; parameter Marshall.

scholarly journals Marshall Characteristics of Porous Asphalt Containing Low Density Polyethylene (LDPE) Plastic Waste

2021 ◽  
Vol 921 (1) ◽  
pp. 012025
Author(s):  
S Gusty ◽  
M. Tumpu ◽  
H Parung ◽  
I Marzuki
Keyword(s):  
Coarse Aggregate ◽  
Asphalt Mixture ◽  
Heavy Rain ◽  
Plastic Waste ◽  
Low Density ◽  
Test Results ◽  
Porous Asphalt ◽  
Marshall Test ◽  
Porous Pavement ◽  
The Stability

Abstract Inundation due to heavy rain often disturbs traffic flow and porous pavement as a wearing course is one solution to overcome standing water. This asphalt mixture uses an open gradation which is dominated by coarse aggregate with an air cavity content ranging from 20% - 25%. In Indonesia, according to the Indonesian Solid Waste Association (2013), this type of plastic waste ranks second with 5.4 million tons per year and is ranked second in the world as a producer of marine plastic waste after China. This research tries to use plastic waste as an added material in the porous asphalt mixture where the gradation of porous asphalt refers to REAM Specifications, 2008. The type of plastic used is Low Density Polyethilene (LDPE). The levels of plastic waste used were 0%, 2%, 4%, 6%, 8% of the total weight of the mixture. Marshall and Cantabro characteristics tests were conducted to evaluate the resulting mixture. The results of this study indicate that the stability value meets the REAM specifications, namely 350 - 800 kg. Marshall test results with the use of LDPE plastic waste as an additive to the test object meet the characteristics of Marshall except for Marshall Quotient (MQ) and voids filled with bitumen (VFB).

Effects of Parameters Designed by Bailey Method on the Property of Porous Asphalt Mixture

2011 ◽  
Vol 374-377 ◽  
pp. 1414-1419
Author(s):  
Ming Ming Zhang ◽  
Pei Wen Hao
Keyword(s):  
Coarse Aggregate ◽  
Asphalt Mixture ◽  
Superior Performance ◽  
Unit Weight ◽  
Test Results ◽  
Moisture Susceptibility ◽  
Porous Asphalt ◽  
Coarse Aggregates ◽  
Air Void ◽  
The Relationship

Based on the Bailey method for aggregate grading design and evaluation, the parameter "reserved voidage" is used in porous asphalt method design. The paper studies the relationship between the three parameters (reserved voidage, blend by volume of the coarse aggregates totaling 100.0% and chosen unit weight of coarse aggregate) and the pavement performances, such as deformation, resistance at high temperature, low-temperature anti-cracking and moisture susceptibility of porous asphalt mixture. The test results indicate that the porous asphalt mixture designed by the modified Bailey Method is of the characteristics of air void easier to control and superior performance.

scholarly journals Analysis of the Ratio of Coarse Aggregate to Porous Asphalt Mixture

2020 ◽  
Vol 1569 ◽  
pp. 042029
Author(s):  
AI Candra ◽  
SW Mudjanarko ◽  
YCS Poernomo ◽  
P Vitasmoro
Keyword(s):  
Coarse Aggregate ◽  
Asphalt Mixture ◽  
Porous Asphalt

scholarly journals PERFORMANCE ANALYSIS OF PORUS ASPHALT MIXTURE USING ANTI-PELALING AGENTS WITH REAM SPECIFICATIONS

ASTONJADRO ◽  
2021 ◽  
Vol 11 (1) ◽  
pp. 40
Author(s):  
Arman Abu ◽  
Natsar Desi ◽  
Sri Gusty
Keyword(s):  
Performance Analysis ◽  
Water Absorption ◽  
Permeability Coefficient ◽  
Asphalt Mixture ◽  
Flexible Pavement ◽  
The Other ◽  
Negative Effects ◽  
Porous Asphalt ◽  
Average Value ◽  
High Adhesion

<p>Flexible pavement is very weak against waterlogging because water can loosen the bond between aggregate and asphalt. Porous Asphalt has lower durability because it has high pores so that it can be passed by water. Poor bonding of asphalt and aggregate will cause stripping. This peeling can cause water absorption which will eventually accelerate road damage. Derbo 401 anti-peeling material is one of the new breakthroughs, in the form of additives that can change the properties of aggregates and asphalt, increase adhesion and bonding, and reduce the negative effects caused by water so as to produce a mixture of asphalt with high adhesion. The purpose of this study was to determine the effect of adding anti-stripping agent type Derbo-401 to the permeability value and to determine the resistance of the porous asphalt mixture with the addition of anti-striping agent type Derbo-401 in the Cantabro test and to determine the microstructure of the porous asphalt mixture. Using the REAM-2008 Specification. Based on the results of the study, the Permeability Coefficient Value of the porous asphalt mixture was 0.254 cm3/sec. the lowest percentage Derbo 0.4%, the lowest Cantabro Loss value at 0.3% addition percentage gets an average value of 6.13%, Has met the required specifications max 15%. The elements that make up the porous asphalt mixture with the addition of Derbo percentage are more in the elements Si (silicon) 19.93%, Ca (calcium) 21.12%, S (sulfur) 8.45%, Fe (ferrum) 8.80%, K (potassium) 2.42% and the other elements are less.</p>

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