Analysis of the relationship between the water retention curve, particle size and pore size distribution in the characterization of a collapsible porous clay
Análisis de la relación entre la curva de retención de agua, distribución de tamaño de partículas y de poros en la caracterización de una arcilla porosa colapsable
Main Article Content
In highly porous soils with a susceptibility to collapse, there are points of volumetric variability, due to the present heterogeneity, regarding the diameters of the poral throat. The predominance of a pore size is closely related to certain values of the Water Retention Curve (WRC). However, to date, a possible correlation with particle size distribution (PaSD), obtained using modern, highly reliable gravitational sedimentation methods, has not been studied. The porous clay of lateritic origin under study, was characterized by means of index tests, to know its basic geotechnical behavior. Subsequently, it was analyzed by mercury intrusion porosimetry tests, to estimate the Pore Size Distribution (PSD); filter paper and pressure plate method to obtain the water retention curve; as well as the method of integral measurement of the pressure in the suspension (ISP), to obtain the fine grain size of the material. This article tries to present a proposal of relationship between these parameters, with the aim of improving the understanding in the characterization of this type of materials. The results showed that there is indeed a strong relationship between the particle size distributions, pore size distribution and the water retention curve. Mainly, this is reflected in the geometric places corresponding to the air value entries (AEV) of macropores and micropores. Which coincide with essential parameters of the behavior of the other curves (PaSD and PSD).
Downloads
Article Details
J. Sánchez-Molina, A. Sarabia-Guarín, y D. C. Álvarez-Rozo, “Evaluación de materias primas utilizadas en la fabricación de baldosas de gres en el sector cerámico de Norte de Santander (Colombia)”, Respuestas, vol. 21, no. 2, pp. 48 -56, 2016.
J. M. Padilla, Y. Perera, W. N. Houston, et al., “A new soil-water characteristic curve device”, Proceedings of the advanced experimental unsaturated soil mechanics, EXPERUS, pp. 15-22, 005.
A. Kareem and K. Mahmood, “Nature of Soil-Water Characteristics Curves (SWCC) for Soils from Anbar Governorate”, Anbar Journal for Engineering Sciences, vol. 3, no. 1, pp. 61-80, 2010.
S. K. Vanapalli and D. G. Fredlund, “Empirical procedures to predict the shear strength of unsaturated soils”, In Eleventh Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Hong et al.(eds.), pp. 93-96, 1999.
I. Otálvaro, “Estudo Teórico-Experimental de Solos Tropicais Compactados: Aplicação a um caso de estabilidade de taludes”, Ph.D. thesis, Universidade de Brasília, 2013.
J. Ruge, “Análise do comportamento de cortina de estacas executada em solo poroso metaestável mediante o uso de um modelo constitutivo hipoplástico considerando a resposta não saturad. Brasília”, Ph.D. thesis, Universidade de Brasília, 2014.
A. Jotisankasa, “Collapse behaviour of a compacted silty clay. London: Doctoral dissertation”, University of London, 2005.
J. Ashworth, D. Keyes, R. Kirk, et al., “Standard procedure in the hydrometer method for particle size analysis”, Communications in Soil Science and Plant Analysis, vol. 32, no. 5-6, pp. 633-642, 2001.
D. Gabriels and D. Lobo, “Métodos para determinar granulometría y densidad aparente del suelo”, Venesuelos, vol. 14, no. 1, pp. 37-48, 2011.
P. Berliner, P. Barak and Y. Chen, “An improved procedure for measuring water retention curves at low suction by the hanging-water-column method”, Canadian Journal of Soil Science, vol. 60, no. 3, pp. 591-594, 1980.
H. Giesche, “Mercury porosimetry: a general (practical) overview”, Particle & particle systems characterization, vol. 23, no. 1, pp. 9-19, 2006.
L. D. Baver, W.H. Gardner and W. R. Gardner, “Soil physics”, New York: John Wiley and Sons Inc, 1973.
J. A. Vomocil, “Porosity Methods of Soil Analysis”. Part 1. Physical and Mineralogical Properties, Including Statistics of Measurement and Sampling, (methodsofsoilana), pp. 299-314, 1965.
D. G. Fredlund and A. Xing, “Equations for the soil-water characteristic curve”, Canadian geotechnical journal, vol. 31, no. 4, pp. 521-532, 1994.
C. Gallage, R. Udukumburage, T. Uchimura, et al., “Comparison of direct and indirect measured soil-water characteristic curves for a silty sand”, International Journal of GEOMATE, vol. 13, no. 39, pp. 9-16, 2017.
E. E. Alonso, A. Gens and A. Josa, “A constitutive model for partially saturated soils”, Géotechnique, vol. 40, no. 3, pp. 405-430, 1990.
S. J. Wheeler and V. Sivakumar, “An elasto-plastic critical state framework for unsaturated soil”, Géotechnique, vol. 45. no. 1, pp. 35-53, 2003.
A. Josa, A. Balmaceda, A. Gens, et al., “An elasto-plastic model for partially saturated soils exhibiting a maximum of collapse”, 3rd International Conference on Computational Plasticity, vol. 1, pp. 815-826, 1992.
D. Gallipoli, A. Gens, J. Vaunat, et al., “Role of Degree of Saturation on the Normally Consolidated Behaviour of Soils”, 3rd International Symposium on Unsaturated Soil (Unsaturated Soils), pp. 115-120, 2002.
W. J. Rawls and D. L. Brakensiek, “Estimation of soil water retention and hydraulic properties”, Unsaturated flow in hydrologic modeling, pp. 275-300, 1989.
D. G. Fredlund, “Unsaturated soil mechanics in engineering practice. Hoboken, New Jersey”, John Wiley & Sons, Inc, 2012.
M. D. Fredlund, G. W. Wilson and D. G. Fredlund, “Use of the grain-size distribution for estimation of the soil-water characteristic curve”, Canadian Geotechnical Journal, vol. 39, no. 5, pp. 1103-1117, 2002.
D. R. Nielsen, M. Th. van Genuchten and J. W. Biggar, “Water flow and solute transport processes in the unsaturated zone”, Water Resources Research, vol. 22, no. 9, pp. 89S-108S, 1986.
R. E. Olson y L. J. Langfelder, “Pore-Water Pressures in Unsaturated Soils”, Journal of the Soil Mechanics and Foundations Division, vol. 91, no. SM4, pp. 127–160, 1965.
S. L. Houston, W. N. Houston and A. M. Wagner, “Laboratory filter paper suction measurements”, Geotechnical Testing Journal, vol. 17, no. 2, pp. 185-194, 1994.
E. C. Leong, L. He and H. Rahardjo, “Factors affecting the filter paper method for total and matric suction measurements”, Geotechnical Testing Journal, vol. 25, no. 3, pp. 322-333, 2002.
R. G. McKeen, “Field studies of airport pavements on expansive clay”, In Expansive Soils ASCE, pp. 242-261, 1980.
H. M. Elgabu. “Critical evaluation of some suction measurement techniques. Cardiff”, Doctoral dissertation, Cardiff University, 2013.
S. J. Wheeler, R. S. Sharma and M. S. R. Buisson, “Coupling of hydraulic hysteresis and stress–strain behaviour in unsaturated soils”, Géotechnique, vol. 53, no. 1, pp. 41-54, 2003.
C. H. Juang and R. D. Holtz, “Fabric, pore size distribution, and permeability of sandy soils”, Journal of Geotechnical Engineering, vol. 112, no. 9, pp. 855-868, 1986.
I. Garcia-Bengochea, A. G. Altschaeffl y C. W. Lovell, “Pore distribution and permeability of silty clays”, Journal of the Geotechnical Engineering Division, vol. 105, no. 7, pp. 839-856, 1979.
C. Lapierre, S. Leroueil and J. Locat, “Mercury intrusion and permeability of Louiseville clay”, Canadian Geotechnical Journal, vol. 27, no. 6, pp. 761-773,1990.
E. Romero, A. Gens and A. Lloret, “Water permeability, water retention and microstructure of unsaturated compacted Boom clay”, Engineering Geology, vol. 54, no. 1-2, pp. 117-127, 1999.
E. C. Leong and H. Rahardjo, “Permeability functions for unsaturated soils”, Journal of geotechnical and geoenvironmental engineering, vol. 123, no. 12, pp. 1118-1126, 1997.
S. Prapaharan, A. G. Altschaeffl and B. J. Dempsey, “Moisture curve of compacted clay: mercury intrusion method”, Journal of Geotechnical Engineering, vol. 111, no. 9, pp. 1139-1143, 1985.
G. W. Gee and D. Or, “Particle-size analysis”, Methods of soil analysis, vol. 4, no. 598, pp. 255-293, 2002.
W. C. Krumbein and F. J. Pettijohn, “Manual of sedimentary petrography” D. Appleton-Century company, incorporated, 1938.
K. R. J. Smettem and P. J. Gregory. “The relation between soil water retention and particle size distribution parameters for some predominantly sandy Western Australian soils”, Soil Research, 34(5), 695-708, 1996.
G. S. Campbell. “Soil physics with BASIC: transport models for soil-plant systems”. Elsevier, 1985.
W. M. Schuh, R.L. Cline and M.D. Sweeney. “Comparison of a laboratory procedure and a textural model for predicting in situ soil water retention”. Soil Science Society of America Journal, vol. 52, no. 5, pp. 1218-1227, 1988.
R.T. Haverkamp and J.Y. Parlange, “Predicting the water-retention curve from particle-size distribution: 1. Sandy soils without organic matter 1”, Soil Science, vol. 142, no. 6, pp. 325-339, 1986.
K. Smettem, K. Bristow, P. Ross, R. Haverkamp, S. Cook and A. Johnson. “Trends in water balance modelling at field scale using Richards' equation”, Trends in Hydrology, vol. 1, pp. 383-402, 1994.
L. Arya and J. Paris. “A physicoempirical model to predict the soil moisture characteristic from particle-size distribution and bulk density data 1”, Soil Science Society of America Journal, vol. 45, no. 6, pp. 1023-1030, 1981.
J. Ortigao, R. Cunha and L. Alves, “In situ tests in Brasilia porous clay”, Canadian Geotechnical Journal, vol. 33, no. 1, pp. 189-198, 1996.
J. Ruge, A. López, F. Molina-Gómez, et al., “Numerical Simulations of K0 Triaxial Tests on Collapsible Porous Clay”, Geotechnical Engineering Journal of the SEAGS & AGSSEA, vol. 49, no. 3, pp. 171-183, 2018.
D. G. Fredlund y H. Rahardjo. Soil mechanics for unsaturated soils. Toronto, Canadá: John Wiley & Sons, 1993.
A. M. Ridley y W. K. Wray, Suction measurement: a review of current theory and practices, Proceedings of the first international conference on unsaturated soils, vol. 3, September 1995.
J. M. Padilla y Y.Y. Perera, Performance of Fredlund thermal conductivity sensor, Proc., 11th Tailings and Mine Waste Conf, pp. 125-133, October, 2004.
W. Durner, S. C. Iden y G. von Unold, The integral suspension pressure method (ISP) for precise particle‐size analysis by gravitational sedimentation, Water Resources Research, vol. 53, no. 1, pp. 33-48, January 2017.
G. Tao, Y. Chen, H. Xiao, Q. Chen y J. Wan, Determining Soil-Water Characteristic Curves from Mercury Intrusion Porosimeter Test Data Using Fractal Theory, Energies, vol. 12, no. 4, pp. 752, February 2019.