INVESTIGATION ON THE EFFECT OF GEOTEXTILES ON PAVEMENT BEARING CAPACITY (PART 1: EXPERIMENTAL STUDIES)

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MAKARCHIAN M.; ELYASI J.

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Paper Information

Journal: AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR) Year:2013 | Volume:45 | Issue:1 Page(s): 15-16

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Title

INVESTIGATION ON THE EFFECT OF GEOTEXTILES ON PAVEMENT BEARING CAPACITY (PART 1: EXPERIMENTAL STUDIES)

Author(s)

MAKARCHIAN M. | ELYASI J. | Issue Writer Certificate

Keywords

GEOTEXTILESQ1

PAVEMENTQ3

BEARING CAPACITYQ2

CBR TESTQ2

Abstract

Using GEOTEXTILES as a material with more tensile strength than soil has attracted attention of different researchers and organizations, particularly for road construction. In this research, first, the effect of GEOTEXTILES on PAVEMENT bearing has been investigated by laboratory model. Dimensions were determined in a way that boundaries have minimum effect on results. The free-end or fixed-end needle punched GEOTEXTILES were placed under a layer of sand (as sub-base) and over a layer of soft clay (as sub-grade). The results indicated that Fixed-End or Free-End conditions of GEOTEXTILES are similar to each other and GEOTEXTILES increase PAVEMENT bearing. This effect increases as displacement increases.

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APA: Copy

MAKARCHIAN, M., & ELYASI, J.. (2013). INVESTIGATION ON THE EFFECT OF GEOTEXTILES ON PAVEMENT BEARING CAPACITY (PART 1: EXPERIMENTAL STUDIES). AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 45(1), 15-16. SID. https://sid.ir/paper/401367/en

Vancouver: Copy

MAKARCHIAN M., ELYASI J.. INVESTIGATION ON THE EFFECT OF GEOTEXTILES ON PAVEMENT BEARING CAPACITY (PART 1: EXPERIMENTAL STUDIES). AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2013;45(1):15-16. Available from: https://sid.ir/paper/401367/en

IEEE: Copy

M. MAKARCHIAN, and J. ELYASI, “INVESTIGATION ON THE EFFECT OF GEOTEXTILES ON PAVEMENT BEARING CAPACITY (PART 1: EXPERIMENTAL STUDIES),” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 45, no. 1, pp. 15–16, 2013, [Online]. Available: https://sid.ir/paper/401367/en

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