Probability Density Functions Associated with the Resilient Modulus of Virgin Aggregate Bases-Reference-Cited by-同舟云学术

Probability Density Functions Associated with the Resilient Modulus of Virgin Aggregate Bases

Published:2017-03-30 Issue: Volume: Page:
ISSN:
Container-title:Geotechnical Frontiers 2017
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Author:

Peddinti Pranav R. T.¹²³,Basha B. Munwar¹²³,Saride Sireesh¹²³

Affiliation:

1. Doctoral Student, Indian Institute of Technology Hyderabad, Kandi, Hyderabad 502285, India.

2. Assistant Professor, Indian Institute of Technology Hyderabad, Kandi, Hyderabad 502285, India.

3. Associate Professor, Indian Institute of Technology Hyderabad, Kandi, Hyderabad 502285, India.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480441.033

Reference37 articles.

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2. Resilient modulus of Malaysian base and subbase pavement materials;Ahmad Kamil Arshad;Jour. - The Institution of Engineers, Malaysia,2008

3. Kancherla. A. (2004). "Resilient modulus and permanent deformation testing of unbound granular materials." Master's thesis Office of graduate studies Texas A&M University Tx.

4. ARA Inc. ERES Consultants Division. Guide for Mechanistic Empirical Design of New and Rehabilitated Pavement Structures. (2004). Final report NCHRP Project 1-37A. Transportation Research Board of the National Academies Washington D.C.

5. Araya. A. A. (2011). "Characterization of unbound granular materials for pavements." Thesis Faculty of civil engineering and geosciences Delft University Netherlands.

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