MODELING RCC'S ABRASION IN HYDRAULIC STRUCTURES (USING WATER - SAND BLASTING TECHNIQUE)

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.

MIRMOHAMMAD SADEGHI HOSSEIN; BAYAT H.A.

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

Journal Paper

Paper Information

Journal: Year:2005 | Volume:18 | Issue:2 (67 IN NATURAL RESOURCES) Page(s): 73-87

Download Full-Text

Persian Verion

View:

987

Download:

Cites:

Information Journal Paper

Title

MODELING RCC'S ABRASION IN HYDRAULIC STRUCTURES (USING WATER - SAND BLASTING TECHNIQUE)

Author(s)

MIRMOHAMMAD SADEGHI HOSSEIN | BAYAT H.A. | Issue Writer Certificate

Keywords

RCCQ4

ABRASION RESISTANCEQ4

HYDRAULIC RADIUSQ4

Abstract

Recent developments in using unprotected roller compacted concrete (RCC) in hydraulic structures necessitates a trough investigation of the parameters affecting its ABRASION RESISTANCE, particularly within the spillways. This paper covers deterministic aspects of RCC's ABRASION RESISTANCE by means of the more influencing parameters such as specimens age, cement content and aggregates gradation, specific surface, compactness - which could be defined by a representative factor that can be called mean HYDRAULIC RADIUS. To ease laboratory observation on abrasion/erosion phenomena and for the sake of generalization, the water-sand blasting technique was employed in this investigation. Findings ofa statistical analysis of the experimental data indicate that: A- RCC's ABRASION RESISTANCE is a direct function of the compressive strength; B- by increasing aggregates' mean HYDRAULIC RADIUS, ABRASION RESISTANCE can be improved; C- the higher the cement content and age of specimens, the better will be ABRASION RESISTANCE of RCC.

Cites

No record.

References

No record.

Cite

APA: Copy

MIRMOHAMMAD SADEGHI, HOSSEIN, & BAYAT, H.A.. (2005). MODELING RCC'S ABRASION IN HYDRAULIC STRUCTURES (USING WATER - SAND BLASTING TECHNIQUE). PAJOUHESH-VA-SAZANDEGI, 18(2 (67 IN NATURAL RESOURCES)), 73-87. SID. https://sid.ir/paper/19588/en

Vancouver: Copy

MIRMOHAMMAD SADEGHI HOSSEIN, BAYAT H.A.. MODELING RCC'S ABRASION IN HYDRAULIC STRUCTURES (USING WATER - SAND BLASTING TECHNIQUE). PAJOUHESH-VA-SAZANDEGI[Internet]. 2005;18(2 (67 IN NATURAL RESOURCES)):73-87. Available from: https://sid.ir/paper/19588/en

IEEE: Copy

HOSSEIN MIRMOHAMMAD SADEGHI, and H.A. BAYAT, “MODELING RCC'S ABRASION IN HYDRAULIC STRUCTURES (USING WATER - SAND BLASTING TECHNIQUE),” PAJOUHESH-VA-SAZANDEGI, vol. 18, no. 2 (67 IN NATURAL RESOURCES), pp. 73–87, 2005, [Online]. Available: https://sid.ir/paper/19588/en

Related Journal Papers