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- W596914515 abstract "Density has been widely used to specify, measure, and control unbound granular material compaction. However, density is not the most desirable soil parameter for compaction control, nor is it used in the design of pavement structures. A recently developed field test device called soil stiffness gauge (SSG) offers a potential opportunity to assess stiffness or modulus of in-place pavement materials. In this study, full-scale granular base layers of different thicknesses were constructed and soil stiffness gauge tests were performed over a range of water content. Modulus from the SSG is compared with results from plate load tests. The influence of water content and base layer thickness are examined. In addition, material variability and repeatability of SSG measurements are investigated. Study results demonstrate the SSG modulus is sensitive to water content changes for unbound granular materials and is generally linearly related with the modulus from the plate load tests. Results of SSG measurements on 6 in. (15.24 cm), 9 in. (22.86 cm) and 12 in. (30.48 cm) base layers suggest the influence of SSG may be up to approximately 12 in. (30.48 cm). Statistical analysis of repeated soil stiffness gauge tests indicates the measurements are repeatable." @default.
- W596914515 created "2016-06-24" @default.
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- W596914515 date "2006-01-01" @default.
- W596914515 modified "2023-09-23" @default.
- W596914515 title "Use of Soil Stiffness Gauge for Evaluating Modulus of Granular Base Materials" @default.
- W596914515 hasPublicationYear "2006" @default.
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