THE EFFECT OF GEOSYNTHETIC REINFORCEMENT ON THE DAMAGE PROPAGATION RATE OF ASPHALT PAVEMENTS

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HOSSEINI H.R.A.; DARBAN A.K.; FAKHRI K.

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Journal Paper

Paper Information

Journal: Scientia Iranica Year:2009 | Volume:16 | Issue:1 (TRANSACTION A: CIVIL ENGINEERING) Page(s): 26-32

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Title

THE EFFECT OF GEOSYNTHETIC REINFORCEMENT ON THE DAMAGE PROPAGATION RATE OF ASPHALT PAVEMENTS

Author(s)

HOSSEINI H.R.A. | DARBAN A.K. | FAKHRI K. | Issue Writer Certificate

Keywords

ASPHALT PAVEMENT

FAILURE

GEOSYNTHETICS

GEOGRID

GEOTEXTILE

BEAM FATIGUE TEST CRACK PROPAGATION

Abstract

There are several approaches for modeling the fatigue life and damage of ASPHALT PAVEMENTs, such as stress-strain and damage mechanics. In this research, a simple mechanistic approach is used to explain the destruction of ASPHALT PAVEMENTs. For asphalt reinforcement, two types of geosynthetic were used in the airfield at Imam Khomeini airport, Tehran. Non-reinforced, reinforced with a GEOGRID and GEOTEXTILE specimens with dimensions of 50´63´381 mm were obtained from the asphalt slab field section. Fatigue tests of this study have been conducted with a four point beam test and a fatigue load with a half-sin wave at a frequency of 10 cycle/sec (no rest period), has been used. The results indicated that specimens reinforced with GEOSYNTHETICS exhibit a higher initial stiffness module and lower crack propagation rate than non-reinforced specimens.

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APA: Copy

HOSSEINI, H.R.A., DARBAN, A.K., & FAKHRI, K.. (2009). THE EFFECT OF GEOSYNTHETIC REINFORCEMENT ON THE DAMAGE PROPAGATION RATE OF ASPHALT PAVEMENTS. SCIENTIA IRANICA, 16(1 (TRANSACTION A: CIVIL ENGINEERING)), 26-32. SID. https://sid.ir/paper/289736/en

Vancouver: Copy

HOSSEINI H.R.A., DARBAN A.K., FAKHRI K.. THE EFFECT OF GEOSYNTHETIC REINFORCEMENT ON THE DAMAGE PROPAGATION RATE OF ASPHALT PAVEMENTS. SCIENTIA IRANICA[Internet]. 2009;16(1 (TRANSACTION A: CIVIL ENGINEERING)):26-32. Available from: https://sid.ir/paper/289736/en

IEEE: Copy

H.R.A. HOSSEINI, A.K. DARBAN, and K. FAKHRI, “THE EFFECT OF GEOSYNTHETIC REINFORCEMENT ON THE DAMAGE PROPAGATION RATE OF ASPHALT PAVEMENTS,” SCIENTIA IRANICA, vol. 16, no. 1 (TRANSACTION A: CIVIL ENGINEERING), pp. 26–32, 2009, [Online]. Available: https://sid.ir/paper/289736/en

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