AN EXPERIMENTAL STUDY ON THE ABRASION RESISTANCE OF PERVIOUS CONCRETE CONTAINING NANO SIO2 IN PAVEMENT

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.

SHIRGIR BEHROUZ; ALIZADEH GOUDARZI HADI; SHIRGIR VAHID

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

Journal Paper

Paper Information

Journal: Journal of Transportation Engineering Year:2017 | Volume:8 | Issue:2 Page(s): 291-302

Download Full-Text

Persian Verion

View:

1,840

Download:

Cites:

Information Journal Paper

Title

AN EXPERIMENTAL STUDY ON THE ABRASION RESISTANCE OF PERVIOUS CONCRETE CONTAINING NANO SIO2 IN PAVEMENT

Author(s)

SHIRGIR BEHROUZ | ALIZADEH GOUDARZI HADI | SHIRGIR VAHID | Issue Writer Certificate

Keywords

NANO SIO2Q1

PERVIOUS CONCRETEQ1

ABRASION RESISTANCE AND COMPRESSIVE STRENGTHQ2

Abstract

Pervious concrete is increasingly used in the pavements and overlays subjected to heavy traffic and in cold weather regions. Typically, PERVIOUS CONCRETE has little or no fine aggregate and has just enough cementitious paste to coat the coarse aggregate particles while preserving the interconnectivity of voids. In the present study, effect of nano silica additives on PERVIOUS CONCRETE abrasion resistance is investigated. Five samples indicate the PPC, PCNS1, PCNS3, PCNS5 and PCNS7, which respectively represent plane PERVIOUS CONCRETE, PERVIOUS CONCRETE containing nano silica in the amount of 1%, 3%, 5% and 7% by weight of binder, have been evaluated. A total of 30 samples were prepared which 15 samples for testing compressive and 15 cubic cubes was for wear resistance. The results indicate that by increasing the use of nano silica in PERVIOUS CONCRETE, compressive strength and abrasion resistance were also increased. The concrete containing nano silica in the amount of 5 % by weight of binder has the best abrasion resistance performance. Use of nano silica in the amount of 5% has a very good influence in enhancing ABRASION RESISTANCE AND COMPRESSIVE STRENGTH about 48% and 28% respectively. Other studies on microstructures between the cement mortar mixed with the nano-particles and the plain cement mortar showed that the nano-silica filled up the pores and reduced CaOH2 compound among the hydrates. Finally, the relationship between the indices of ABRASION RESISTANCE AND COMPRESSIVE STRENGTH of concrete is obtained, which indicates that the abrasion resistance of concrete increases with increasing compressive strength.

Cites

No record.

References

No record.

Cite

APA: Copy

SHIRGIR, BEHROUZ, ALIZADEH GOUDARZI, HADI, & SHIRGIR, VAHID. (2017). AN EXPERIMENTAL STUDY ON THE ABRASION RESISTANCE OF PERVIOUS CONCRETE CONTAINING NANO SIO2 IN PAVEMENT. JOURNAL OF TRANSPORTATION ENGINEERING, 8(2), 291-302. SID. https://sid.ir/paper/224009/en

Vancouver: Copy

SHIRGIR BEHROUZ, ALIZADEH GOUDARZI HADI, SHIRGIR VAHID. AN EXPERIMENTAL STUDY ON THE ABRASION RESISTANCE OF PERVIOUS CONCRETE CONTAINING NANO SIO2 IN PAVEMENT. JOURNAL OF TRANSPORTATION ENGINEERING[Internet]. 2017;8(2):291-302. Available from: https://sid.ir/paper/224009/en

IEEE: Copy

BEHROUZ SHIRGIR, HADI ALIZADEH GOUDARZI, and VAHID SHIRGIR, “AN EXPERIMENTAL STUDY ON THE ABRASION RESISTANCE OF PERVIOUS CONCRETE CONTAINING NANO SIO2 IN PAVEMENT,” JOURNAL OF TRANSPORTATION ENGINEERING, vol. 8, no. 2, pp. 291–302, 2017, [Online]. Available: https://sid.ir/paper/224009/en

Related Journal Papers