NEW METRIC FOR THE CALCULATION OF SENSITIVITY ANALYSIS INDEX OF FLEXIBLE PAVEMENT USING MECHANISTIC-EMPIRICAL APPROACH, TURKEY-CASE STUDY

Author:

EYADA Saadoon Obaid Eyada1ORCID,ÇELİK Osman Nuri1ORCID,ABDULLA Nibras Y.ORCID

Affiliation:

1. KONYA TECHNICAL UNIVERSITY

Abstract

The application of new Mechanistic-Empirical Pavement Design Method (M-EDM) in Turkey needs a huge data about the materials properties under specific climate and traffic conditions. Sensitivity Analysis (SA) can reduce time, effort and cost required for the determination and collection of this data. One-At-a-Time (OAT) SA was conducted using different Quantitative and Qualitative methods. Graphical, Normalized Sensitivity Index NSI and Distance Sensitivity Index DSI were used to determine the most sensitive factors (property). DSI was used for the first time in this study to conduct SA for both continuous and categorical parameters using one equation. Two climate regions, three traffic categories and different types of asphalt were used. MnPave software was used to conduct Mechanistic-Empirical analysis. The results were important and many conclusions and recommendations were reported.

Publisher

Konya Muhendislik Bilimleri Dergisi

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference13 articles.

1. MnDOT, "MnDOT PAVEMENT DESIGN MANUAL," ed: Minnesota Department of Transportation2014.

2. O. S. a. H. V. Quintus, "TRAFFIC LOAD SPECTRA FOR IMPLEMENTING AND USING THE MECHANISTIC-EMPIRICAL PAVEMENT DESIGN GUIDE IN GEORGIA," Department of Transportation State of Georgia 10-09, PI # 0010110, 2014.

3. G. Kollaros, A. Athanasopoulou, and A. Kokkalis, "Perpetual flexible pavement design life," CD-ROM Proceedings of BCRRA, pp. 537-542, 2017.

4. I. Yut, J. Mahoney, and D. A. Larsen, "Preparation of the implementation plan of AASHTO Mechanistic-Empirical Pavement Design Guide (M-EPDG) in Connecticut: Phase II: expanded sensitivity analysis and validation with pavement management data," University of Connecticut2017.

5. L. S. P. Gopisetti, H. Ceylan, B. Cetin, S. Kim, and O. Kaya, "Sensitivity Analysis of New Reflective Cracking Model in Pavement Mechanistic-Empirical Design," in Geo-Congress 2020: Geotechnical Earthquake Engineering and Special Topics, 2020, pp. 508-516.

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