An approach for estimating the shrinkage geometry factor at a moisture content
By V. Chertkov, I. Ravina, V. Zadoenko. 2004
61 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law
View Paper: https://www.semanticscholar.org/paper/02371643cf44ef3df08985ddbb585c0319a37b50
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In Civil and Structural Engineering
In Management, Monitoring, Policy and Law
Citations in the corpus
- Identifying Six Types of Soil Shrinkage Curves from a Large Set of Experimental Data (2013, unknown): “, 2010), or structure-less clay paste (Chertkov, 2003; Chertkov et al., 2004; Hagner, 2005).”
- Measuring and modelling the soil shrinkage characteristic curve (2006, background): “When representing a given soil volume by an isolated cube (Bronswijk, 1990; Chertkov et al., 2004; Chertkov, 2005), changes in volume can be described as: 1− DV V ¼ 1−Dz z rs ð1Þ whereV is the original soil bulk volume,ΔV is the volume change upon shrinkage, z is the original height, Δz is the…”