Dynamic Back-Calculation Approach of Deflections Obtained from the Rolling Dynamic Deflectometer: Application and Validation

Author:

Flores Julius Marvin1ORCID,Lee Sangyum2,Lee Hyun Jong3,Elipse Carlo4ORCID,Lee Wangsoo5

Affiliation:

1. Manager, Dept. of Research and Development, Sejong Univ., (05006) 209, Neundong-ro, Gwangjin-gu, AI Daeyang Center, Seoul 05006, South Korea. ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, Induk Univ., (01878) 12 Choansan-ro, Nowon-gu, Seoul 01878, South Korea (corresponding author).

3. Professor, Dept. of Civil and Environmental Engineering, Sejong Univ., (05006) 209, Neundong-ro, Gwangjin-gu, Seoul 05006, South Korea.

4. Ph.D. Student, Dept. of Civil and Environmental Engineering, Sejong Univ., (05006) 209, Neundong-ro, Gwangjin-gu, Seoul 05006, South Korea. ORCID: .

5. Ph.D. Student, Dept. of Civil and Environmental Engineering, Sejong Univ., (05006) 209, Neundong-ro, Gwangjin-gu, Seoul 05006, South Korea.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference31 articles.

1. Comparison of Static and Dynamic Backcalculation of Flexible Pavement Layers Moduli, Using Four Software Programs

2. Brown University School of Engineering. 2019. “Introduction to dynamics and vibrations.” Accessed March 28 2019. https://www.brown.edu /Departments/Engineering/Courses/En4/Notes/vibrations_forced/vibrations_forced.htm.

3. Effectiveness of static and dynamic backcalculation approaches for asphalt pavement

4. Using rolling dynamic deflectometer and overlay tester to determine the reflective cracking potential;Chen D. H.;J. Test. Eval.,2007

5. Application of rolling dynamic deflectometer to forensic studies and pavement rehabilitation projects;Chen D. H.;Transp. Res. Rec.,2008

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