INTRODUCING A LINEAR REGRESSION MODEL TO PREDICT ALLOWABLE RATIO OF RECYCLED ASPHALT PAVEMENT (RAP) USED AS A SUBSTITUTION OF AGGREGATE IN ROLLER COMPACTED CONCRETE

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

KARIMI GOGHARI MOHAMMAD; HASANI ABOLFAZL; SAFARNIA KAPTEH TAGHI

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: Journal of Transportation Engineering Year:2015 | Volume:6 | Issue:4 Page(s): 671-684

Download Full-Text

Persian Verion

View:

784

Download:

Cites:

Information Journal Paper

Title

INTRODUCING A LINEAR REGRESSION MODEL TO PREDICT ALLOWABLE RATIO OF RECYCLED ASPHALT PAVEMENT (RAP) USED AS A SUBSTITUTION OF AGGREGATE IN ROLLER COMPACTED CONCRETE

Author(s)

KARIMI GOGHARI MOHAMMAD | HASANI ABOLFAZL | SAFARNIA KAPTEH TAGHI | Issue Writer Certificate

Keywords

ROLLER COMPACTED CONCRETE PAVEMENTQ2

RECYCLED ASPHALT PAVEMENTQ2

RECYCLINGQ2

LINEAR REGRESSION MODELQ2

Abstract

Every year, a large volume of waste materials are produced in the world, however a very small part of it take place in RECYCLING and reusing. RECYCLED ASPHALT PAVEMENT (RAP) is a waste material which may have undesirable influence on its environment. Considering these materials reported characteristics, there have been introduced different strategies to reuse RAP’s. One of these applications recently noticed by the researchers is using RAP’s in cement mixtures such as concrete.As RAP is mainly gathered from roadsides and highways, so it is desirable to use them in common mixtures for roads pavement construction. Hence, Roller Compacted Concrete -a concrete mixture with unique features such as ease of application and low costs - was selected as basic mixture. In this research, after introducing two mixing ratios with two designing strengths, replacing a part of aggregates with RAPs was carried out in three states: 1-with fine and coarse aggregates, 2-with just fine aggregates, and 3-with just coarse aggregates, with ratios of 0, 10, 20, 40, and 80 %. Then, in the next step regression models with acceptable correlation coefficients were presented for prediction of compressive strength as well as allowable percentages of RAP aggregate to use in the concrete. Valid using other types of RAPs was another work conducted in this research.

Cites

No record.

References

No record.

Cite

APA: Copy

KARIMI GOGHARI, MOHAMMAD, HASANI, ABOLFAZL, & SAFARNIA KAPTEH, TAGHI. (2015). INTRODUCING A LINEAR REGRESSION MODEL TO PREDICT ALLOWABLE RATIO OF RECYCLED ASPHALT PAVEMENT (RAP) USED AS A SUBSTITUTION OF AGGREGATE IN ROLLER COMPACTED CONCRETE. JOURNAL OF TRANSPORTATION ENGINEERING, 6(4), 671-684. SID. https://sid.ir/paper/223950/en

Vancouver: Copy

KARIMI GOGHARI MOHAMMAD, HASANI ABOLFAZL, SAFARNIA KAPTEH TAGHI. INTRODUCING A LINEAR REGRESSION MODEL TO PREDICT ALLOWABLE RATIO OF RECYCLED ASPHALT PAVEMENT (RAP) USED AS A SUBSTITUTION OF AGGREGATE IN ROLLER COMPACTED CONCRETE. JOURNAL OF TRANSPORTATION ENGINEERING[Internet]. 2015;6(4):671-684. Available from: https://sid.ir/paper/223950/en

IEEE: Copy

MOHAMMAD KARIMI GOGHARI, ABOLFAZL HASANI, and TAGHI SAFARNIA KAPTEH, “INTRODUCING A LINEAR REGRESSION MODEL TO PREDICT ALLOWABLE RATIO OF RECYCLED ASPHALT PAVEMENT (RAP) USED AS A SUBSTITUTION OF AGGREGATE IN ROLLER COMPACTED CONCRETE,” JOURNAL OF TRANSPORTATION ENGINEERING, vol. 6, no. 4, pp. 671–684, 2015, [Online]. Available: https://sid.ir/paper/223950/en

Related Journal Papers