Research ArticleOpen AccessGoogle Scholar indexed
A New Shrinkage Curve Model, Applied to Moroccan Clayey Soil
Ecole Mohammadia des Ingénieurs – UM5 Agdal, Rabat, Morocco
Ecole Mohammadia des Ingénieurs – UM5 Agdal, Rabat, Morocco
Laboratoire Public d’Etudes et d’Essais, Casablanca, Morocco
Laboratoire Public d’Etudes et d’Essais, Casablanca, Morocco
- 1 Ecole Mohammadia des Ingénieurs – UM5 Agdal, Rabat, Morocco
- 2 Ecole Mohammadia des Ingénieurs – UM5 Agdal, Rabat, Morocco
- 3 Laboratoire Public d’Etudes et d’Essais, Casablanca, Morocco
- 4 Laboratoire Public d’Etudes et d’Essais, Casablanca, Morocco
International Journal of Geosciences·Volume 03 (2012)·Pages 507–514·Published 19 July 2012·DOI10.4236/ijg.2012.33053
Copy link · social · email
Abstract
On the basis of the existing relation between the soil’s water content and its structural evolution, we elaborate a new analytical model allowing the analysis of the soil’s shrinkage curve according to the limits of its hydro-structural boundaries. This model was conducted on undisturbed clayey soil at Moulel-Bergui, Morocco.
KeywordsClayey SoilExpansive SoilShrinkage CurveAnalytical Model
- J. J. B. Bronswijk, “Drying, Cracking and Subsidence of a Clay Soil in a Lysimeter,” Soil Science, Vol. 152, No. 2, 1991, pp. 92-99. doi:10.1097/00010694-199108000-00005
- P. H. Groenevelt and C. D. Grant, “Re-Evaluation of the Structural Properties of Some British Swelling Soils,” European Journal of Soil Science, Vol. 52, No. 3, 2001, pp. 469-477.
- D. J. Kim, H. Vereecken, J. Feyen, D. Boels and J. J. B. Bronswijk, “On the Characterization of the Unripe Marine Clay Soil. 1. Shrinkage Processes of an Unripe Marine Clay Soil in Relation to Physical Ripening,” Soil Science, Vol. 153, No. 6, 1992, pp. 471-481.
- A. R. Tariq and D. S. Durnford, “Analytical Volume Change Model for Swelling Clay Soils,” Soil Science Society of America Journal, Vol. 57, No. 5, 1993, pp. 1183-1187.
- E. Braudeau, J. M. Costantini, G. Bellier and H. Colleuille, “New Device and Method for Soil Shrinkage Curve Measurement and Characterization,” Soil Science Society of America Journal, Vol. 63, No. 3, 1999, pp. 525-535.
- D. McGarry and K. W. Malafant, “The Analysis of Volume Change in Unconfined Units of Soil,” Soil Science Society of America Journal, Vol. 51, 1987, pp. 290-297.
- E. Braudeau, J. P. Frangi and R. H. Mohtar, “Characterizing Nonrigid Aggregated Soil-Water Medium Using Its Shrinkage Curve,” Soil Science Society of America Journal, Vol. 68, 2004, pp. 359-370.
- X. Peng and R. Horn, “Modeling Soil Shrinkage Curve across a Wide Range of Soil Types,” Soil Science Society of America Journal, Vol. 69, 2005, pp. 584-592. doi:10.2136/sssaj2004.0146
- W. M. Cornelis, J. Corluy, H. Medina, J. Díaz, R. Hartmann, M. Van Meirvenne and M. E. Ruiz, “Measuring and Modelling the Soil Shrinkage Characteristic Curve,” Geoderma, Vol. 137, No. 1, 2006, pp. 179-191.
- J. V. Giraldez, G. Sposito and C. Delgado, “A General Soil Volume Change Equation: I. The Two-Parameter Model,” Soil Science Society of America Journal, Vol. 47, No. 3, 1983, pp. 419-422.
- French Standard XP_P94-060-2, “Drying Test. Part 2: Effective Determination of the Shrinkage Limit on an Undisturbed Sample,” 1997.