Modeling Volume Change and Mechanical Properties with Hydraulic Models

By T. Baumgartl, Bernhard Köck. 2004

132 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/4de8cc26970af3a4aee074c5f77d78e96307419c

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1. Paul D. Hallett
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3. A. Gregory
4. Christopher W. Watts
5. H. Kuan
6. Andrew Peter Whitmore

Citations in the corpus

• The biological and physical stability and resilience of a selection of Scottish soils to stresses (2007, background): “The parameter CC is the modulus of the slope of the linear virgin compression curve part of the compression characteristic and is an indicator of soil compressibility or resistance to deformation (Baumgartl & Kock, 2004; Imhoff et al., 2004).”