Chapter
Mar 21, 2019
Eighth International Conference on Case Histories in Geotechnical Engineering

Plate Load Testing on Layered Pavement Foundation System to Characterize Mechanistic Parameters

Publication: Geo-Congress 2019: Geotechnical Materials, Modeling, and Testing (GSP 310)

ABSTRACT

This paper presents a field case study of in situ automated plate load testing (APLT) to evaluate the mechanistic properties of two foundation layer test sections constructed on Illinois Tollway pavement research test sections. One section consisted of nominal 102 mm thick aggregate subbase underlain by nominal 254 mm thick lime stabilized subgrade (LSS) over natural subgrade. The other section consisted of nominal 102 mm thick aggregate subbase over compacted subgrade. The foundation layers were designed to support a cement treated base (CTB) layer and continuously reinforced concrete pavement (CRCP). Testing was conducted to determine in situ composite resilient modulus (Mr) on top of the aggregate subbase layer, the individual layer Mr values, modulus of subgrade reaction (k) values on unstabilized and LSS layers, and permanent deformation (δp) characteristics on the aggregate subbase and subgrade layers. Results show that the pavement foundation conditions were highly variable within and between test sections [coefficient of variation (COV) values ranged between 39% to 63%]. Permanent deformation models were developed to estimate deformations under future trafficking. Stress-dependent universal Mr model parameter values were developed for comparison to typical laboratory Mr values. Falling weight deflectometer (FWD) testing was conducted after the pavement was constructed, and the backcalculated results suggest that the variability of the foundation layers is dampened by the stiffer CRCP and CTB structure.

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REFERENCES

AASHTO (2015). Mechanistic-Empirical Pavement Design Guide: A Manual of Practice, 2ndEdition, American Association of State Highway and Transportation Officials (AASHTO), Washington, DC.
AASHTO T222-81 (2008). “Standard Method of Test for Nonrepetitive Static Plate Load Test of Soils and Flexible Pavement Components for Use in Evaluation and Design of Airport and Highway Pavements,” American Association for State Highway and Transportation Officials, Washington, D.C.
ASTM D6951-03 (2015). “Standard Test Method for Use of the Dynamic Cone Penetrometer in Shallow Pavement Applications”, ASTM International, West Conshohocken, PA, USA.
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Information & Authors

Information

Published In

Go to Geo-Congress 2019
Geo-Congress 2019: Geotechnical Materials, Modeling, and Testing (GSP 310)
Pages: 214 - 226
Editors: Christopher L. Meehan, Ph.D., University of Delaware, Sanjeev Kumar, Ph.D., Southern Illinois University Carbondale, Miguel A. Pando, Ph.D., University of North Carolina Charlotte, and Joseph T. Coe, Ph.D., Temple University
ISBN (Online): 978-0-7844-8212-4

History

Published online: Mar 21, 2019

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Affiliations

David J. White, Ph.D., M.ASCE [email protected]
P.E.
President and Chief Engineer, Ingios Geotechnics, Inc., PO Box 101, Northfield, MN 55057. E-mail: [email protected]
Pavana Vennapusa, Ph.D., M.ASCE [email protected]
P.E.
Lead Engineer, Ingios Geotechnics, Inc., PO Box 1141, Little Elm, TX 75068. E-mail: [email protected]
Jeffery R. Roesler, Ph.D. [email protected]
P.E.
Professor of Civil Engineering, 1110 Newmark Civil Engineering Bldg., 205 N. Mathews, Urbana, IL 61801. E-mail: [email protected]
William Vavrik, Ph.D., M.ASCE [email protected]
P.E.
Vice President and Principal Engineer, Applied Research Associates, Champaign, IL. E-mail: [email protected]

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