Abstract

Dynamic cone penetrometer (DCP) has been commonly used for the evaluation and quality control/assurance of soils before, during, and after construction in civil engineering projects. This test equipment has been increasingly used for geotechnical engineering applications but not yet been used to evaluate lightweight cellular concrete (LCC) as a backfill material. This technical note reports laboratory and field DCP tests to evaluate the properties of LCC. To establish the relationship between DCP data and other material properties, unconfined compressive strength and California bearing ratio (CBR) tests were conducted on this material. The test results showed that the measured unconfined compressive strength and CBR of LCC increased as its density increased. The DCP indices (DCPI) for the LCC specimens at different densities were almost constant with the penetration depth. This technical note proposes the correlations between the DCPI and the unconfined compressive strength and CBR, which may be used for future applications.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This study was part of one research project financially supported by the CEMATRIX Corp.
Author contributions: Yu-Qiu Ye: Methodology, Writing—original draft, Investigation, Data curation, Validation. Jie Han: Conceptualization, Methodology, Supervision, Funding acquisition, Writing—review and editing. Brad Dolton: Methodology, Writing—review and editing. Hao Liu: Investigation, Data curation, Writing—review and editing. Robert L. Parsons: Supervision, Funding acquisition, Writing—review and editing.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 11November 2024

History

Received: Sep 12, 2023
Accepted: Apr 22, 2024
Published online: Sep 4, 2024
Published in print: Nov 1, 2024
Discussion open until: Feb 4, 2025

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Ph.D. Student, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, 1530 West 15th St., Lawrence, KS 66045. Email: [email protected]
Roy A. Roberts Distinguished Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, 1530 West 15th St., Lawrence, KS 66045 (corresponding author). ORCID: https://orcid.org/0000-0003-3137-733X. Email: [email protected]
Manager, Geotechnical Solutions, CEMATRIX Corporation, 9727–40th St. SE, Calgary, AB, Canada T2C 2P4. ORCID: https://orcid.org/0009-0000-3096-348X. Email: [email protected]
Hao Liu, Ph.D. [email protected]
Associate Professor, School of Civil Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China. Email: [email protected]
Robert L. Parsons, Ph.D., P.E., F.ASCE [email protected]
Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, 1530 West 15th St., Lawrence, KS 66045. Email: [email protected]

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