EFFECT OF FAILURE CRITERIA ON STRESS AND STRAIN ANALYSIS OF ASPHALT PAVEMENT IN TROPICAL AREAS

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TABATABAEI SAYED ABAS

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Journal Paper

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Journal: ESTEGHLAL Year:2008 | Volume:27 | Issue:1 Page(s): 143-150

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Information Journal Paper

Title

EFFECT OF FAILURE CRITERIA ON STRESS AND STRAIN ANALYSIS OF ASPHALT PAVEMENT IN TROPICAL AREAS

Author(s)

TABATABAEI SAYED ABAS | Issue Writer Certificate

Keywords

PAVEMENTQ3

STRESS AND STRAINQ3

FLEX PASSQ3

RUTTINGQ3

FAILURE CRITERIAQ2

Abstract

A review of pavement thickness designs shows that two kinds of failure criteria are used in most cases. They are: 1) The tension strain under the asphalt layer that causes cracking; and 2) the vertical compression strain on the sub-grade that causes deflection. In this study, various factors affecting thickness design are first defined and more than 216 pavement conditions are introduced. Structures are analyzed using the Flex pass program and their strains and stresses are investigated severally by choosing the failure criteria one at a time.

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APA: Copy

TABATABAEI, SAYED ABAS. (2008). EFFECT OF FAILURE CRITERIA ON STRESS AND STRAIN ANALYSIS OF ASPHALT PAVEMENT IN TROPICAL AREAS. ESTEGHLAL, 27(1), 143-150. SID. https://sid.ir/paper/5939/en

Vancouver: Copy

TABATABAEI SAYED ABAS. EFFECT OF FAILURE CRITERIA ON STRESS AND STRAIN ANALYSIS OF ASPHALT PAVEMENT IN TROPICAL AREAS. ESTEGHLAL[Internet]. 2008;27(1):143-150. Available from: https://sid.ir/paper/5939/en

IEEE: Copy

SAYED ABAS TABATABAEI, “EFFECT OF FAILURE CRITERIA ON STRESS AND STRAIN ANALYSIS OF ASPHALT PAVEMENT IN TROPICAL AREAS,” ESTEGHLAL, vol. 27, no. 1, pp. 143–150, 2008, [Online]. Available: https://sid.ir/paper/5939/en

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