Chapter
Feb 22, 2024

A Comparison of In Situ Unit Weight and Moisture Content Measurements Made Using a Traditional Nuclear Density Gauge and a Hybrid Nuclear-Electric Density Gauge

Publication: Geo-Congress 2024

ABSTRACT

Soil compaction is a critical process that enhances the strength and compressibility characteristics of geomaterials, which ultimately improves the engineering performance of earthen embankments for various civil infrastructure elements including roadway and bridge foundations and earthen embankment dams. Therefore, quality-assurance and quality control (QA/QC) processes utilized during the soil compaction process are crucial to ensure that these embankments are being constructed adequately to their specified engineering design. Traditionally within the United States, after a soil has been placed and compacted, the “end-product” of the soil compaction process is assessed using a nuclear density gauge (NDG) to infer the in-place dry unit weight and moisture content. Though these types of NDG tests are relatively nondestructive in nature and can be conducted within a timely manner, NDGs utilize radioisotopes to infer dry unit weight and moisture content. The radioactivity of these isotopes presents numerous logistical and regulatory challenges when operating, transporting, and storing these devices. In response to these challenges, a new low-activity nuclear density gauge has been developed (the “EGauge”), which utilizes a smaller, more well-shielded Cesium-137 gamma radiation source to infer moist unit weight and an electrical capacitance-based moisture probe to infer moisture content. This new device emits significantly less radiation, making it safer to use for field technicians, and easier to manage as it does not have the significant requirements for transport, storage, device handling, and personnel monitoring that are typical for traditional NDGs that are governed by Nuclear Regulatory Commission (NRC) requirements. Currently, very few studies have been conducted in order to provide a direct comparison between these two devices, which are essential for assessing the reliability of this new low-activity hybrid nuclear-electric density gauge. To aid in this effort, an experimental study was conducted by testing five native soils within the state of Delaware to examine the relative differences between unit weight and moisture content measurements made utilizing these two devices. Results from this study indicated that on a point-by-point basis, both gauges are able to produce near-identical wet unit weight measurements regardless of soil type. However, a soil-specific calibration is required for the EGauge for reliable moisture content determination purposes, as results from this study showed the difference between the EGauge’s moisture content value relative to the in situ moisture can be as high as 5% when not calibrated.

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REFERENCES

AASHTO. AASHTO T238-97. (1997). Standard Method of Test for Density of Soil and Soil-Aggregate In- Place by Nuclear Methods (Shallow Depth). American Association of State and Highway Transportation Officials, Washington, D.C.
ASTM. ASTM D1556-15. (2015). Standard Test Method for Density and Unit Weight of Soil in Place by Sand-Cone Method. Annual Book of ASTM Standards, Vol. 04.08, ASTM International, West Conshohocken, PA.
ASTM. ASTM D1557-12. (2012). Standard Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3)). Annual Book of ASTM Standards, Vol. 04.08, ASTM International, West Conshohocken, PA.
ASTM. ASTM D2167-15. (2015). Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method. Annual Book of ASTM Standards, Vol. 04.08, ASTM International, West Conshohocken, PA.
ASTM. ASTM D2216-10. (2010). Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass. Annual Book of ASTM Standards, Vol. 04.08, ASTM International, West Conshohocken, PA.
ASTM. ASTM-D2487-11. (2011). Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). Annual Book of ASTM Standards, Vol. 4.08, ASTM International, West Conshohocken, PA.
ASTM. ASTM D2937-17. (2017). Test Method for Density of Soil in Place by the Drive-Cylinder Method. Annual Book of ASTM Standards, Vol. 4.08, ASTM International, West Conshohocken, PA.
ASTM. ASTM D6938-17. (2017). Standard Test Method for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth). Annual Book of ASTM Standards, Vol. 4.09, ASTM International, West Conshohocken, PA.
ASTM. ASTM D698-12. (2012). Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3 (600 kN-m/m3)). Annual Book of ASTM Standards, Vol. 04.08, ASTM International, West Conshohocken, PA.
ASTM. ASTM D7698-21. (2021). Standard Test Method for In-Place Estimation of Density and Water Content of Soil and Aggregate by Correlation with Complex Impedance Method. Annual Book of ASTM Standards, Vol. 4.09, ASTM International, West Conshohocken, PA.
ASTM. ASTM D8167-18. (2018). Standard Test Method for In-Place Bulk Density of Soil and Soil- Aggregate by a Low-Activity Nuclear Method (Shallow Depth). Annual Book of ASTM Standards, Vol. 4.09, ASTM International, West Conshohocken, PA.
Baker, W. J., and Meehan, C. L. (2019). “Developing a Calibration Model for Moisture Content Determination Utilizing a Hybrid Nuclear-Electric Gauge.” Proc. Eighth International Conference on Case Histories in Geotechnical Engineering, Geotechnical Special Publication No. 311, Philadelphia, PA, March 24-27, 2019, ASCE, Reston, VA, 30–38. https://doi.org/10.1061/9780784481585.001.
Baker, W. J., and Meehan, C. L. (2018). “A Comparison Between of In-Place Unit Weight and Moisture Content Measurements Made Using Nuclear Based Methods and the Drive Cylinder Method.” Proc. International Foundation Congress and Equipment Expo (IFCEE), Geotechnical Special Publication No. 295, Orlando, FL, March 5-10, 2018, ASCE, Reston, VA, 1–11. https://doi.org/10.1061/9780784481585.001.
Berney, E. S., and Kyzar, J. D. (2012). “Evaluation of Nonnuclear Soil Moisture and Density Devices for Field Quality Control.” Transportation Research Record, 2310(1), 18–26. https://doi.org/10.3141/2310-03.
Berney, E. S., and Mejías-Santiago, M. (2017). “Comparative Testing between Electrical Impedance and Hybrid Nuclear Devices for Measuring Moisture and Density in Soils.” Transportation Research Record, 2657(1), 29–36. https://doi.org/10.3141/2657-04.
DelDOT. (2016). “Specifications for Road and Bridge Construction.” Prepared by The State of Delaware Department of Transportation, Jennifer Cohan and Robert McCleary, August.
Krueger, P. G. (1950). Soil Density by Gamma-Ray Scattering. Master’s Thesis, Cornell University.
Londynsky, E. N., and Ooi, P. S. K. (2022). “Use of Low-Activity Nuclear Density Gauge in Iron Oxide-Rich Soils.” Transportation Research Record, 2676(6), 615–625. https://doi.org/10.1177/03611981221075628.
Meehan, C. L., Tehrani, F. S., and Vahedifard, F. (2012). “A Comparison of Density-Based and Modulus-Based In Situ Test Measurements for Compaction Control.” Geotechnical Testing Journal, 35(3), 103479. https://doi.org/10.1520/GTJ103479.
Meehan, C. L., and Hertz, J. S. (2013). “Using a Complex-Impedance Measuring Instrument to Determine In Situ Soil Unit Weight and Moisture Content.” Geotechnical Testing Journal, 36(1), 119–137. https://doi.org/10.1520/GTJ20120005.
Pieper, G. F. (1949). The Measurement of Moisture Content of Soil by the Slowing of Neutrons. Master’s Thesis, Cornell University.
Proctor, R. R. (1933). “Fundamental Principles of Soil Compaction.” Engineering News Record, Vol. III:245–248.
Soil Survey Division. (1993). Soil Survey Manual. Soil Conservation Services, Handbook 18, Chapter 3, US Department of Agriculture.
Troxler. (2009). “Model 3440 Surface Moisture-Density Gauge.” Manual of Operation and Instruction, Troxler Electronic Laboratories, Inc., Research Triangle Park, NC.
Troxler. (2016). “EGauge Model 4590 Surface Moisture-Density Gauge.” Manual of Operation and Instruction, Troxler Electronic Laboratories, Inc., Research Triangle Park, NC.

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Go to Geo-Congress 2024
Geo-Congress 2024
Pages: 221 - 231

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Published online: Feb 22, 2024

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William J. Baker III, S.M.ASCE [email protected]
1Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE. Email: [email protected]
Christopher L. Meehan, Ph.D., P.E., F.ASCE [email protected]
2Professor, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE. Email: [email protected]

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