INVESTIGATING THE EFFECTS OF THE ADDITION OF INDUSTRIAL WASTE RUBBER ON THE PHYSICAL AND MECHANICAL PROPERTIES OF KAOLINITE CLAY

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.

TAJDINI M.; ZARTAJ H.; TAHERKHANI H.

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

Journal Paper

Paper Information

Journal: Sharif Journal of Civil Engineering Year:2017 | Volume:33-2 | Issue:2.2 Page(s): 99-109

Download Full-Text

Persian Verion

View:

1,347

Download:

Cites:

Information Journal Paper

Title

INVESTIGATING THE EFFECTS OF THE ADDITION OF INDUSTRIAL WASTE RUBBER ON THE PHYSICAL AND MECHANICAL PROPERTIES OF KAOLINITE CLAY

Author(s)

TAJDINI M. | ZARTAJ H. | TAHERKHANI H. | Issue Writer Certificate

Keywords

BASE CLAY SOILQ1

REINFORCED CLAYQ1

WASTE CRUMB RUBBERQ1

TRI-AXIAL TESTQ1

CBR TESTQ1

Abstract

Today, several methods are available for improving the physical and mechanical behaviour of the soils unsuitable for construction projects. These methods include compaction, consolidation, preloading, grouting, stabilization by adding chemical materials, etc. Addition of WASTE CRUMB RUBBER to reinforcing the soils is an appropriate method for improvement the strength and bearing capacity of the soils. In addition to the improvement of soil engineering properties, the addition of WASTE CRUMB RUBBER is a measure for the protection of environment. In this study, the shear strength parameters of the kaolinite clay, as the control material, and kaolinite clay reinforced by different percentage of two different types of crumb rubber content have been evaluated. The consolidated drained (CD) and unconsolidated undrained (UU) tri-axial and California Bearing Ratio (C.B.R) tests have been conducted on the control and crumb rubber reinforced soils. Results show that the addition of crumb rubber to the soil results in the improvement of shear strength parameters the ductility f soils. An optimum crumb rubber content is found, which results in the maximum bearing capacity of the soil.The name kaolin is derived from the kao-ling, a village in Jiangxi province, China. Kaolin is composed of white colour china clay. The mineralogical name of Kaolin is Kaolinite, with chemical formula of Al4 (Si4O10)(OH)8 in triclinic system, and the stiffness of 1-2.5 and melting point of 1785 C. Its colour is white tending toward yellow, sometimes- green or blue, tasting soil and intensely smelling soil in wet condition. This mineral is mostly plastic and solouble in water, diluted cold acid, warm and strong choloridric and sulphuric acid and insoluble hydroxide base. Different types of this clay, including ball clay, Halozite, Dikite, and Nakrite can be found in nature. The reasons for the wide applications of this soil in construction materials, ceramics, etc. are being a good filler and coater, softner of surface, resistant against wear, having low conductivity of electricity and heat and katalizator property. On the other hand, due to the industrialization of societies, generation of waste rubber has been greatly increased in recent years. Decomposition of rubber lasts a very long time, and their deposition without appropriate control leads to many environmental problems associated with the rubber are the leaching of harmful materials of buried wastes, and the generation of heat and poisonous gases due their incineration.

Cites

No record.

References

No record.

Cite

APA: Copy

TAJDINI, M., ZARTAJ, H., & TAHERKHANI, H.. (2017). INVESTIGATING THE EFFECTS OF THE ADDITION OF INDUSTRIAL WASTE RUBBER ON THE PHYSICAL AND MECHANICAL PROPERTIES OF KAOLINITE CLAY. SHARIF: CIVIL ENINEERING, 33-2(2.2 ), 99-109. SID. https://sid.ir/paper/128065/en

Vancouver: Copy

TAJDINI M., ZARTAJ H., TAHERKHANI H.. INVESTIGATING THE EFFECTS OF THE ADDITION OF INDUSTRIAL WASTE RUBBER ON THE PHYSICAL AND MECHANICAL PROPERTIES OF KAOLINITE CLAY. SHARIF: CIVIL ENINEERING[Internet]. 2017;33-2(2.2 ):99-109. Available from: https://sid.ir/paper/128065/en

IEEE: Copy

M. TAJDINI, H. ZARTAJ, and H. TAHERKHANI, “INVESTIGATING THE EFFECTS OF THE ADDITION OF INDUSTRIAL WASTE RUBBER ON THE PHYSICAL AND MECHANICAL PROPERTIES OF KAOLINITE CLAY,” SHARIF: CIVIL ENINEERING, vol. 33-2, no. 2.2 , pp. 99–109, 2017, [Online]. Available: https://sid.ir/paper/128065/en

Related Journal Papers