References
- Adem H. H. (2015) Modulus of elasticity based method for estimating the vertical movement of natural unsaturated expansive soils, PhD thesis, University of Ottawa, Ottawa, Canada.
- Adem H. H., Vanapalli S. K. (2015) Review of methods for predicting in situ volume change movement of expansive soil over time, Journal of Rock Mechanics and Geotechnical Engineering, 7, 73–86.
- Alonso E. E., Gens A., Josa A. (1990) A constitutive model for partially saturated soils, Geotechnique, 40, 405-430.
- Alonso E. E., Pereira J.-M., Vaunat J., Olivella S. (2010) A microstructurally based effective stress for unsaturated soils, Geotechnique, 60, 913–925.
- Baker R., Frydman S. (2009) Unsaturated soil mechanics: Critical review of physical foundations, Engineering Geology, 106, 26–39.
- Bishop A. W. (1959) The principle of effective stress, Tecknisk Ukeblad, 39, 859–863.
- Bolzon G., Schrefler B. A. (1995) State surfaces of partially saturated soils: an effective pressure approach, Applied Mechanics Reviews, 48 (10), 643–649.
- Briaud J.-L., Zhang X., Moon S. (2003) Shrink test – water content method for shrink and swell predictions, Journal of Geotechnical and Geoenvironmental Engineering, 129, 590–600.
- Chen F. H. (2012) Foundations on expansive soils, Elsevier.
- Fredlund D. G., Hung V. Q. (2001) Prediction of volume change in an expansive soil as a result of vegetation and environmental changes, [In:] Vipulanandan C., Addison M. B., Hansen M. (eds.) Proceedings of the ASCE Conference on Expansive Clay Soils and Vegetative Influences on Shallow Foundations, Houston, Texas, USA, Oct. 10–13, 2001, Geotechnical Special Publication 115, 24–43.
- Fredlund D. G., Morgenstern N. R. (1976) Constitutive relations for volume change in unsaturated soils, Canadian Geotechnical Journal, 13 (3), 261–276.
- Fredlund D. G., Rahardio H. (1993) Soil mechanics for unsaturated soils, John Wiley & Sons.
- Fredlund D. G., Rahardjo H., Fredlund M. D. (2012) Unsaturated soil mechanics in engineering practice, John Wiley & Sons.
- Garbulewski K. (2000) Evaluation of soil expansiveness based on shrinkage properties (in Polish), Inzynieria Morska i Geotechnika, 3, 136–140.
- Grabowska-Olszewska B., Kaczynski R., Trzcinski J., Zboinski A. (1998) Applied geology. Properties of unsaturated soils (in Polish), Wydawnictwo Naukowe PWN, Warszawa.
- Healy R. W., Essaid H. I. (2012) VS2DI: Model use, calibration, and validation, Transactions of the ASABE, 55 (4), 1249–1260.
- Hung V. Q., Fredlund D. G. (2002) Using volume change indices for two-dimensional swelling analysis, Proceedings of the 55. Canadian Geotechnical Conference, Niagara Falls, ON, 505–511.
- Indraratna B., Fatahi B., Khabbaz H. (2006) Numerical analysis of matric suction effects induced by tree roots, Geotechnical Engineering, 159 (2), 77–90.
- Jommi C. (2000) Remarks on the constitutive modelling of unsaturated soils., [In:] Tarantino A. Mancuso C. (eds.) Experimental evidence and theoretical approaches in unsaturated soils, Balkema, 139–153.
- Kumor M. K. (2008) Selected geotechnical problems of expansive clays in the area of Poland, Architecture, Civil Engineering, Environment, 4, 75–92.
- McKeen R. G. (1992) A model for predicting expansive soil behavior, Proc. 7th Int. Conf. on Expansive Soils, Reston, VA, ASCE, Vol. 1, 1–6.
- Michalski S. (2016) Mathematical modeling of moisture and deformation changes in expansive soils due to influence of trees (in Polish), PhD thesis, Faculty of Civil and Environmental Engineering, Gdansk University of Technology, Gdansk.
- Morsi Y. G. Y. (2010) Numerical modeling of expansive soils using uncoupled approach, PhD thesis, Faculty of Engineering, Cairo University.
- Navarro V., Candel M., Yustres A., Sanchez J., Alonso J. (2009) Trees, soil moisture and foundation movements, Computers and Geotechnics, 36, 810–818.
- Nelson J. D., Chao K. C., Chao G. K., Overton D. D., Nelson E. J. (2015) Foundation engineering for expansive soils, John Wiley & Sons.
- Nuth M., Laloui L. (2008) Effective stress concept in unsaturated soils: Clarification and validation of unified framework, International Journal of Numerical and Analytical Methods in Geomechanics, 32, 771–801.
- Richards L. A. (1931) Capillary conduction of liquids through porous mediums, Physics, 1 (5), 318–333.
- Sheng D. (2011) Constitutive modeling of unsaturated soils: Discussion of fundamental principles, [In:] Alonso E. E., Gens A. (eds.), Unsaturated soils, Taylor & Francis.
- Šimunek J., Van Genuchten M. T., Šejna M. (2012) HYDRUS: Model use, calibration, and validation, Transactions of the ASABE, 55 (4), 1263–1274.
- Szymkiewicz A. (2009) Approximation of internodal conductivities in numerical simulation of one-dimensional infiltration, drainage, and capillary rise in unsaturated soils, Water Resources Research, 45 (10), W10403.
- Szymkiewicz A. (2013) Modelling water flow in unsaturated porous media: Accounting for nonlinear permeability and material heterogeneity, Springer Verlag, Berlin-Heidelberg.
- Vanapalli S. K., Lu L. (2012) A state-of-the art review of 1-D heave prediction methods for expansive soils, International Journal of Geotechnical Engineering, 6, 15–41.
- van Dam J. C., Groenendijk P., Hendriks R. F., Kroes J. G. (2008) Advances of modeling water flow in variably saturated soils with SWAP, Vadose Zone Journal, 7 (2), 640–653.
- Vu H. Q. (2002) Uncoupled and coupled solutions of volume change problems in expansive soils, PhD thesis, University of Saskatchewan, Saskatoon, Canada.
- Vu H. Q., Fredlund D. G. (2004) The prediction of one-, two-, and three-dimensional heave in expansive soils, Canadian Geotechnical Journal, 41 (4), 713–737.
- Wray W. K., El-Garhy B. M., Youssef A. A. (2005) Three-dimensional model for moisture and volume changes prediction in expansive soils, Journal of Geotechnical and Geoenvironmental Engineering, 131 (3), 311–324.
- Yong R. N. (1999) Soil suction and soil-water potentials in swelling clays in engineered clay barriers, Engineering Geology, 54, 3–13.
- Zhang X. (2004) Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils, PhD thesis, Texas A&M University.
- Zhang X., Briaud J. L. (2015) Three dimensional numerical simulation of residential building on shrink-swell soils in response to climatic conditions, International Journal for Numerical and Analytical Methods in Geomechanics, 39 (13), 1369–1409.
- Zumrawi M. (2013) Swelling potential of compacted expansive soils, International Journal of Engineering Research and Technology, 2 (3), 1–6.