Drainage and mechanical behavior of highway base materials

Intikhab Haider, Zulkuf Kaya, Altan Cetin, Mustafa Hatipoglu, Bora Cetin, Ahmet H. Aydilek*

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

35 Citations (Scopus)

Abstract

The mechanical and drainage properties of graded aggregate base (GAB) materials used in mechanistic pavement design are the level one inputs. Several highway agencies need an evaluation of the stiffness and drainage characteristics of GAB stone delivered at highly variable gradations to construction sites. To fulfill the current need, the mechanical and drainage properties of seven GAB materials with varying petrography and physical properties were evaluated in the laboratory and field. The resilient modulus and hydraulic conductivity test results obtained in the laboratory were compared with the field measurements. The summary resilient moduli at optimum moisture content (OMC) were generally lower than those at OMC-2%; however, permanent deformations increased with the addition of moisture content. The correlation between the mean laboratory and field stiffness/modulus values was fair to acceptable (R2 ¼ 0.65 to 0.94), and additional measurements may yield a stronger correlation. An increase in base thickness from 6 to 60 cm resulted in a 1.7 to 2.4 times decrease in drainage time depending on the analytical method used. The material cost decreased 1.6 times with a change in the drainage quality from poor to excellent or time-to-drain from 10 to 0.08 days. Similarly, a 2.4 times decrease in cost was noticeable with a layer coefficient increase from 0.08 to 0.14. The resilient modulus, permanent deformation, and hydraulic conductivity of GAB materials should be evaluated to design a highway base with adequate stiffness and drainage performance.

Original languageEnglish
Article number0000708
JournalJournal of Irrigation and Drainage Engineering - ASCE
Volume140
Issue number6
DOIs
Publication statusPublished - 2014
Externally publishedYes

Bibliographical note

Publisher Copyright:
© 2014 American Society of Civil Engineers

Funding

This study was funded by the Maryland State Highway Administration (MDSHA) and the Scientific and Technological Research Council of Turkey (TUBITAK). The GABs used in the study were provided by several Maryland quarries. The findings and opinions in this study are solely those of the authors. Endorsement by the MDSHA, TUBITAK, or the GAB suppliers is not implied and should not be assumed. Partial fellowships provided to Dr. Kaya by Erciyes University and to Dr. Hatipoglu by the Technical University of Istanbul are acknowledged.

FundersFunder number
Maryland State Highway Administration
Saudi Heart Association
Türkiye Bilimsel ve Teknolojik Araştırma Kurumu

    Keywords

    • Aggregate
    • Highway drainage
    • Hydraulic conductivity
    • Permanent deformation
    • Permeable base
    • Resilient modulus

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