Comparing Engineering Properties from Small Diameter Pressuremeter Tests to Nuclear Density Unit Weights and Lightweight Deflectometer Stiffnesses in Cemented Coquina Base and Sandy Subgrades

Author:

Cosentino Paul J.1,Misilo Thaddeus J.2

Affiliation:

1. Civil Engineering and Construction Program, Florida Institute of Technology, 150 W. University Blvd., Melbourne, FL 32907, USA (Corresponding author), e-mail: cosentin@fit.edu, https://orcid.org/0000-0002-9463-2038

2. Information Technology, Florida Institute of Technology, 150 W. University Blvd., Melbourne, FL 32907, USA

Publisher

ASTM International

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference20 articles.

1. P. J. Cosentino and T. J. Misilo III, Development and Testing of the Miniaturized Pavement Pressuremeter for Use in Unbound Pavement Layers, Final Report FDOT Contract BDV 28 977-04 (Tallahassee, FL: Florida Department of Transportation, 2018).

2. Development of the Miniaturized Pressuremeter Test to Evaluate Unbound Pavement Layers;Shaban;Journal of Testing and Evaluation,2017

3. Estimation of Subgrade Soils Resilient Modulus from In-Situ Devices Test Results;Mohammad;Journal of Testing and Evaluation,2009

4. Studies on Modulus of Resilience Using Cyclic Tri-axial Test and Correlations to PFWD, DCP, and CBR;Varghese;International Journal of Pavement Engineering,2018

5. B. C. Steinert, D. N. Humphrey, and M. A. Kestler, Portable Falling Weight Deflectometer Study, Report NETCR52 (Orono, ME: University of Maine, 2005).

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