Calculation of the compression index and precompression stress from soil compression test data
By A. Gregory, W. R. Whalley, C. Watts, N. Bird, P. Hallett, A. Whitmore. 2006
164 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/029d4f5a1ad6de54adcc1f687b918dfd5e99d4ba
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In Civil and Structural Engineering
Citations in the corpus
- Soil Compressibility Models for a Wide Stress Range (2016, background): “Sigmoidal and Gompertz functions are special examples (Gompertz 1825; Gregory et al. 2006).”
- Physical resilience of soil to field compaction and the interactions with plant growth and microbial community structure (2007, methodology): “A simple laboratory simulation carried out with a loading test frame on a wet sample of soil CY ( 5 kPa matric potential) by a similar methodology to Gregory et al. (2006) showed that water was expelled when compacted to 200 kPa (data not presented), as has been observed by others (Day & Holmgren,…”
- The biological and physical stability and resilience of a selection of Scottish soils to stresses (2007, methodology): “where a, b, c and m are fitted parameters (Gregory et al., 2006).”
- Prediction of the penetrometer resistance of soils with models with few parameters (2007, methodology): “We also used penetrometer resistance data from undisturbed cores at Roseworthy College, South Australia, reported by Groenevelt et al. (2001). This was a non-swelling soil and the resistance to penetration was measured with a 2 mm diameter cone with a penetration rate of 2 mm min on soil equilibrate”