Efecto de la química del agua de poro en el comportamiento hidromecánico de la arcilla expansiva compactada.
Resumen
La ciencia de los poros fluidos puede cambiar seriamente las organizaciones de mezcla de suciedades por métodos para cationes intercambiables. El punto es decidir la tasa de progreso en una parte de las propiedades de ingeniería geotécnica de los suelos arcillosos cuando se presentan a las sales con respecto al agua refinada. Así, reunimos altas arcillas expansivas del estadio deportivo en la universidad del este del Mediterráneo, al norte de Chipre. Los resultados ilustran que la concentración de la solución afecta directamente a un rango de parámetros que van desde la resistencia a la tracción por evaporación, la compresión no confinada, hasta la tensión interna que se desarrolla a contenidos de agua gravimétricos específicos.
Citas
Alamdar‐Niemann, M., Bergs‐Winkels, D., & Merkens, H. (1991). Educational conditions of Turkish migrant children in German schools. Anthropology & education quarterly, 22(2), 154-161.
Arasan, S., & YETİMOĞLU, T. (2008). Effect of inorganic salt solutions on the consistency limits of two clays. Turkish Journal of Engineering and Environmental Sciences, 32(2), 107-115.
Basma, A. A., Al-Homoud, A. S., Malkawi, A. I. H., & Al-Bashabsheh, M. A. (1996). Swelling-shrinkage behavior of natural expansive clays. Applied Clay Science, 11(2-4), 211-227.
Bowders Jr, J. J., & Daniel, D. E. (1987). Hydraulic conductivity of compacted clay to dilute organic chemicals. Journal of Geotechnical Engineering, 113(12), 1432-1448.
Chen, R., & Ng, C. W. W. (2013). Impact of wetting–drying cycles on hydro-mechanical behavior of an unsaturated compacted clay. Applied Clay Science, 86, 38-46.
Cui, Y. J., & Delage, P. (1996). Yeilding and plastic behaviour of an unsaturated compacted silt. Géotechnique, 46(2), 291-311.
Dragun, J. (1988). The soil chemistry of hazardous materials. Hazardous Materials Control Research Institute.
Fredlund, D. G., & Morgenstern, N. R. (1976). Constitutive relations for volume change in unsaturated soils. Canadian Geotechnical Journal, 13(3), 261-276.
Gens, A., Sánchez, M., & Sheng, D. (2006). On constitutive modelling of unsaturated soils. Acta Geotechnica, 1(3), 137.
Kaya, A., & Fang, H. Y. (2000). The effects of organic fluids on physicochemical parameters of fine-grained soils. Canadian Geotechnical Journal, 37(5), 943-950.
Liuа, Y., Tagueb, J., & Somayajulub, R. (2016). What Do Eighth Grade Students Look for When Determining If a Mathematical Argument Is Convincing. International Electronic Journal of Mathematics Education, 11(7), 2373-2401.
Lloret Morancho, A., Villar, M. V., Sanchez, M., Gens Solé, A., Pintado Llurba, X., & Alonso Pérez de Agreda, E. (2003). Mechanical behaviour of heavily compacted bentonite under high suction changes.
Mahasneh, B. Z. (2004). Dead Sea water as a soil improvement agent. Electronic Journal of Geotechnical Engineering, 9(1).
Mansour, S. A., Heikal, T. M., Mossa, A. H., & Refaie, A. A. (2008). Toxic effects of five insecticides and their mixture on male albino rats. Journal of the Egyptian Society of Toxicology, 39, 85-94.
Ören, A. H., & Kaya, A. (2003). Some engineering aspects of homoionized mixed clay minerals. Environmental monitoring and assessment, 84(1-2), 85-98.
Osipov, V. I., Bik, N. N., & Rumjantseva, N. A. (1987). Cyclic swelling of clays. Applied clay science, 2(4), 363-374.
Park, J. H., Widi, G. A., Gimbel, D. A., Harel, N. Y., Lee, D. H., & Strittmatter, S. M. (2006). Subcutaneous Nogo receptor removes brain amyloid-β and improves spatial memory in Alzheimer's transgenic mice. Journal of Neuroscience, 26(51), 13279-13286.
Peron, H., Laloui, L., Hueckel, T., & Hu, L. B. (2009). Desiccation cracking of soils. European journal of environmental and civil engineering, 13(7-8), 869-888.
Petrov, B., & Cvetković, D. M. (1997). Community structure of branchiopods (Anostraca, Notostraca and Conchostraca) in the Banat province in Yugoslavia. In Studies on Large Branchiopod Biology and Conservation (pp. 23-28). Springer, Dordrecht.
Popesco, P. (1980). Atlas of topographical anatomy of farm animals, 2.
Rao, S. N., & Mathew, P. K. (1995). Effects of exchangeable cations on hydraulic conductivity of a marine clay. Clays and clay minerals, 43(4), 433-437.
Shariatmadari, N., Salami, M., & KARIMPOUR, F. M. (2011). Effect of inorganic salt solutions on some geotechnical properties of soil-bentonite mixtures as barriers.
Sivapullaiah, P. V., & Manju, M. (2006). Effect of zeolitization on the volume-change behaviour of kaolinitic soils. Canadian geotechnical journal, 43(9), 969-978.
Sridharan, A., Abraham, B. M., & Jose, B. T. (1991). Improved technique for estimation of preconsolidation pressure. Geotechnique, 41(2), 215-268.
Tawfiq, S., & Nalbantoglu, Z. (2009, May). Swell-shrink behavior of expansive clays. In 2nd International Conference on New Developments in Soil Mechanics and Geotechnical Engineering, Near East University, Nicosia, North Cyprus.
Yukselen-Aksoy, Y., Kaya, A., & Ören, A. H. (2008). Seawater effect on consistency limits and compressibility characteristics of clays. Engineering Geology, 102(1-2), 54-61.
Zhan, T. L., & Ng, C. W. (2006). Shear strength characteristics of an unsaturated expansive clay. Canadian Geotechnical Journal, 43(7), 751-763.
