BEHAVIOR OF CLAYEY SOILS MIXED WITH TIRE CHIPS

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ERSIZAD A.; SOLTANI JIGHEH H.; ASADZADEH M.

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

Journal Paper

Paper Information

Journal: Ferdowsi Civil Engineering Year:2015 | Volume:26 | Issue:2 Page(s): 117-129

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Information Journal Paper

Title

BEHAVIOR OF CLAYEY SOILS MIXED WITH TIRE CHIPS

Author(s)

ERSIZAD A. | SOLTANI JIGHEH H. | ASADZADEH M. | Issue Writer Certificate

Keywords

CLAY-TIRE CHIP MIXTURESQ2

UNDRAINED TRIAXIAL TESTQ2

SHEAR STRENGTHQ2

PORE WATER PRESSUREQ2

Abstract

Recently, mixtures of clay-tire chips are used as construction material in civil engineering projects. With respect to the tending for using these materials, it is necessary to know their mechanical behavior. Thereby, a number of undrained monotonic triaxial tests are carried out on the specimens of pure clay and CLAY-TIRE CHIP MIXTURES. Mixed specimens prepared by mixing pure clay with 10%, 20%, and 30% tire chips in weight. The results of the tests indicate that SHEAR STRENGTH and PORE WATER PRESSURE due to shearing depend on the amount of tire-chips and clay type. As dependent on the clay type used in the mixtures, there is an optimum content for tire-chips to mix with the clay.

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APA: Copy

ERSIZAD, A., SOLTANI JIGHEH, H., & ASADZADEH, M.. (2015). BEHAVIOR OF CLAYEY SOILS MIXED WITH TIRE CHIPS. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), 26(2), 117-129. SID. https://sid.ir/paper/196029/en

Vancouver: Copy

ERSIZAD A., SOLTANI JIGHEH H., ASADZADEH M.. BEHAVIOR OF CLAYEY SOILS MIXED WITH TIRE CHIPS. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING)[Internet]. 2015;26(2):117-129. Available from: https://sid.ir/paper/196029/en

IEEE: Copy

A. ERSIZAD, H. SOLTANI JIGHEH, and M. ASADZADEH, “BEHAVIOR OF CLAYEY SOILS MIXED WITH TIRE CHIPS,” JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), vol. 26, no. 2, pp. 117–129, 2015, [Online]. Available: https://sid.ir/paper/196029/en

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