Extracting Damping Information from Resilient Modulus Tests

Author:

Pereira Cláudio1,Nazarian Soheil2,Correia António Gomes3

Affiliation:

1. Ph.D. Student, Institute for Sustainability and Innovation in Structural Engineering, School of Engineering, Univ. of Minho, Campus de Azurém, 4800-058 Guimarães, Portugal (corresponding author).

2. Professor and Director, Center for Transportation Infrastructure Systems, Univ. of Texas at El Paso, 500 W. University Ave., El Paso, TX 79968.

3. Professor and Vice-Dean, Institute for Sustainability and Innovation in Structural Engineering, School of Engineering, Univ. of Minho, Campus de Azurém, 4800-058 Guimarães, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. Dynamic effects of moving loads on road pavements: A review

2. Brinkgreve R. Kappert M. and Bonnier P. (2007). “Hysteretic damping in a small-strain stiffness model.” Proc. Numerical Model in Geomechanics NUMOG X Taylor & Francis Group Abingdon U.K. 737–742.

3. Correia A. G. (2008). “Innovations in design and construction of granular pavements and railways.” Advances in Transportation Geotechnics: Proc. 1st Int. Conf. on Transportation Geotechnics CRC Press Boca Raton FL 3–13.

4. Correia A. G. Barros J. M. C. Santos J. A. and Sussumu N. (2001). “An approach to predict shear modulus of soils in the range of 10−6 to 10−2 strain levels.” Proc. 4th Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics Univ. of Missouri-Rolla Rolla MO 1–6.

5. Nonlinear finite element analysis of flexible pavements;Hadi M. N. S.;Adv. Eng. Software,2003

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