Predicting Bearing Ratios of Granular Soils Using Dynamic Cone Penetrometer and Modified PENCEL Pressuremeter Tests-Reference-Cited by-同舟云学术

Predicting Bearing Ratios of Granular Soils Using Dynamic Cone Penetrometer and Modified PENCEL Pressuremeter Tests

Published:2018-06-06 Issue: Volume: Page:
ISSN:
Container-title:Innovations in Geotechnical Engineering
language:
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Author:

Cosentino Paul J.¹²³,Shaban Alaa M.¹²³,Boggs Alexandra M.¹²³

Affiliation:

1. Professor of Civil Engineering, Florida Institute of Technology, 150 W. University Blvd., Melbourne, FL 32901.

2. Postdoctoral Research Assistant, Florida Institute of Technology, 150 W. University Blvd., Melbourne, FL 32901.

3. Ph.D. Candidate in Civil Engineering, Univ. of Tennessee, Knoxville, 851 Neyland Dr., Knoxville, TN 37996.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784481639.003

Reference21 articles.

1. Amini F. (2003). "Potential Applications of Dynamic and Static Cone Peneterometers in MDOT pavement Design and Construction." Rep. No. FHWA/MS-DOT-RD-03-162 Mississippi Department of Transportation Jackson Mississippi.

2. ASTM Standard D6951/D6951M. (2015). "Standard Test Method for Use of the Dynamic Cone Penetrometer in Shallow Pavement Applications." ASTM International West Conshohocken PA.

3. Briaud J.-L. (1979). "The Pressuremeter: Application to Pavement Design". PhD. Dissertation Department of Civil Engineering University of Ottawa Ontario Canada.

4. Briaud J.- L. (1992). The Pressuremeter. Taylor & Francis Group plc London UK.

5. Coonse J. (1999). "Estimating California Bearing Ratio of Cohesive Piedmont Residual Soil Using the Scala Dynamic Cone Peneterometer". Master of Science in Civil Engineering. North Carolina State University Raleigh N.C.

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