Cement is commonly used to improve the mechanical properties of soils that exhibit substantial changes in behaviour under fluctuating environmental conditions (i.e. moisture and temperature). Minimising the cement content while attaining a satisfactory level of performance is the main objective of mixture proportioning; however, the absence of performance-predicting models precludes optimisation. In this work, published experimental results have been reanalysed to explore the causal links between mixture components proportions and properties, and its performance. Specific surface area has been used as the foundation of a framework within which these links are studied through dimensional analysis. The D-factor – a dimensionless ratio that combines the water content, cement content, post-compaction void ratio and the specific surface area of the soil and the cement – has been found to correlate linearly with unconfined compressive strength.
Article navigation
10 April 2014
Research Article|
February 06 2014
Dimensional analysis of soil–cement mixture performance
S. Williamson;
S. Williamson
*
Alamogordo Branch, New Mexico State University, Alamogordo, NM, USA
Search for other works by this author on:
D. D. Cortes
D. D. Cortes
†
Civil Engineering Department, New Mexico State University, Las Cruces, NM, USA
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
November 06 2013
Revision Received:
November 25 2013
Accepted:
December 18 2013
Online ISSN: 2045-2543
ICE Publishing: all rights reserved
2014
Geotechnique Letters (2014) 4 (1): 33–38.
Article history
Received:
November 06 2013
Revision Received:
November 25 2013
Accepted:
December 18 2013
Citation
Williamson S, Cortes DD (2014), "Dimensional analysis of soil–cement mixture performance". Geotechnique Letters, Vol. 4 No. 1 pp. 33–38, doi: https://doi.org/10.1680/geolett.13.00082
Download citation file:
New and popular articles
Suggested Reading
Influence of grain size and mineralogy on the porosity/cement ratio
Geotechnique Letters (August,2013)
Microstructural features of lime-stabilised pyroclastic soils
Geotechnique Letters (August,2013)
Fabric changes induced by lime addition on a compacted alluvial soil
Geotechnique Letters (June,2013)
A microfluidic chip and its use in characterising the particle-scale behaviour of microbial-induced calcium carbonate precipitation (MICP)
Geotechnique (January,2019)
The delivery of bulk liquids as aerosols in granular soils for engineering purposes
Geotechnique Letters (October,2012)
Related Chapters
On horizontal variability in lime-cement columns in deep mixing
Risk and Variability in Geotechnical Engineering
Ground improvement: the interaction of engineering science and experience-based technology
Ground and Soil Improvement
Slope stability and embankment dams
The Essence of Geotechnical Engineering: 60 years of Géotechnique
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
