Performance Evaluation of Flexible Pavement for Critical Parameters Causing Premature Failure
Sabir S. Sayyed1, Anand B. Tapase2, Ravindra P. Patil3, A. C. Attar4, Piyush G. Chandak5
1Mr. Sabir S. Sayyed, Ph.D. Student, Visvesvaraya Technological University, Belagavi, India.
2Dr. Anand B. Tapase*, Assistant Professor, Rayat Shikshan Santha‟s, Karmaveer Bhaurao Patil College of Engineering, Satara, India.
3Dr. Ravindra P. Patil, Professor, Jain AGMIT, Jamkhandi, India.
3Dr. Abdulrashid C. Attar*, Professor, Rayat Shikshan Santha‟s, Karmaveer Bhaurao Patil College of Engineering, Satara, India.
4Mr. Piyush G. Chandak, Ph.D. Student, Visvesvaraya Technological University, Belagavi, India.
Manuscript received on October 12, 2019. | Revised Manuscript received on 22 October, 2019. | Manuscript published on November 10, 2019. | PP: 4969-4976 | Volume-9 Issue-1, November 2019. | Retrieval Number: A4950119119/2019©BEIESP | DOI: 10.35940/ijitee.A4950.119119
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: The present study focusses on the performance of flexible pavement at a different temperature. The analysis is carried out using 2D axisymmetric finite element model for a combination of varying thicknesses of a bituminous layer with base and sub-base. The study is very much useful to know the behaviour of flexible pavement under varying climatic conditions along with loading and material properties. The critical parameters are examined to know the cause of failure of the existing pavement structure. The study evaluates different pavement distresses in terms of rutting and fatigue life.
Keywords: Rutting, Fatigue, Premature Failure, Flexible Pavement
Scope of the Article: Nondestructive Testing and Evaluation