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Laboratory Study on the Effect of Water Cations’ Concentrations on the Bojnord Clay Consolidation Process | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 5، دوره 4، شماره 1 - شماره پیاپی 7، اردیبهشت 2016، صفحه 55-62 اصل مقاله (845.77 K) | ||
| نوع مقاله: Research Note | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2016.491 | ||
| نویسندگان | ||
| Soheil Ghareh* 1؛ Seyed Ali Razavian Amrei1؛ Seyed Vahid Mojtahed Sistani2 | ||
| 1Associate Professor, Department of Civil Engineering, Payame Noor University, P.O. Box 19395-4697, Tehran, I.R. Iran | ||
| 2Ph.D. Scholar, Department of Civil Engineering, Faculty of Engineering, Central Tehran Branch, Islamic Azad University, Tehran, I.R. Iran | ||
| تاریخ دریافت: 28 اردیبهشت 1395، تاریخ بازنگری: 11 شهریور 1395، تاریخ پذیرش: 25 آبان 1395 | ||
| چکیده | ||
| The initial consolidation settlement process of saturated cohesive soils has been one of the most important issues to geotechnical engineers especially in important and sensitive structures based which are located on saturated clay layer with high thickness. In dealing with initial consolidation settlement process and reducing its negative and destructive consequences, a number of solutions have been presented including but not limited to the implementation of horizontal and vertical sand drainages, pre-loading and dynamic compaction; limitations of these methods include the necessity of implementing them before construction of the project. Furthermore, if the underground water level goes lower than regarded values, no appropriate approach else than the overhead reduction approach has been provided. In present research, with addition of concentrations of 250, 750 and 1250 Mg/lit in saturated water, laboratory study of the changes in initial consolidation settlement process, were investigated by standard Oedometer test device upon the addition of different concentrations of the cations, dissolved in saturated water on cylindrical samples of Bojnord clay with 2cm in height and 7.5cm in diameter. Achieved results represent significant changes in quantities of initial consolidation settlement process upon adding a variety of dissolved cations in saturated water; The results show that application of cations including aluminum (Al+3), calcium (Ca+2), magnesium (Mg+2), sodium (Na+) and potassium (K+) with different concentrations changes the values of initial consolidation settlement values in appropriate with type and concentration of cations that the highest reduction of the initial consolidation settlement of Bojnord clay valued at 24.61% for the sample made with Al+3 cation with ionic concentration of 1250 Mg/lit. | ||
| کلیدواژه‌ها | ||
| Initial consolidation settlement؛ Clay؛ Oedometer test؛ Bojnord | ||
| مراجع | ||
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[1] Moayedi, H., Huat, B.B.K., Moayedi, F., Asadi A., and Parsaie, A., (2011), “Effect of Sodium Silicate on Unconfined Compressive Strength of Soft Clay,” Electronic Journal of Geotechnical Engineering, Vol. 16, pp. 289-295. [2] Horpibulsuk, S., Yangsukkaseam, N., Chinkulkijniwat, A. and Du, Y.J., (2011), “Compressibility and permeability of Bangkok clay compared with kaolinite and bentonite,” Applied Clay Science, Vol. 52, pp. 150-159. [3] Huat, B.B.K., Kazemian, S. and Kuang, W.L., (2011), “Effect of cement-sodium silicate grout and kaolinite on undrained shear strength of reinforced peat,” Electronic Journal of Geotechnical Engineering, Vol. 16 (8), pp. 1221-1228. [4] Chu, J., Bo, M. W., Choa, V., (2004), “Practical considerations for using vertical drains in soil improvement projects,” Geotextiles and Geomembranes, Vol. 22, pp. 101-117. [5] Wang, J., Ma, J., Liu, F., Mi, W., Cai, Y., Fu, H. and Wang, P., (2016), “Experimental study on the improvement of marine clay slurry by electro osmosis-vacuum preloading”, Geotextiles and Geomembranes, Vol. 44, pp. 615-622. [6] Debats, J.M., Guetif, Z. and Bouassida, M. (2003), “Soft soil improvement due to vibro-compacted columns installation,” Proceedings of the International Workshop on Geotechnics of Soft-Soils-Theory and Practice, pp. 551-556. [7] Seah T.H., Tangthansup B., and Wongsatian P., (2004), “Horizontal Coefficient of Consolidation of Soft Bangkok Clay,” Geotechnical Testing Journal, Vol.27, pp. 1-11. [8] Kazemian, S., Prasad, A., Huat, B.B.K., Mohammed, T.A. and Abdul Aziz, F.N.A., (2010), “Effect of Cement, Sodium Silicate, Kaolinite and Water on the Viscosity of the Grout,” Scientific Research and Essays, Vol. 22, pp. 3434-3442. [9] Yi, Y., Gu, L., Liu, S., (2015), “Microstructural and mechanical properties of marine soft clay stabilized by lime-activated ground granulated blast furnace slag,” Applied Clay Science, Vol.103 (1), pp. 71–76. [10] Lambe, T.W. and Whitman, R.V., (1979), “Soil Mechanics,” SI Version, John Wiley & Sons. [11] Shen, S.L. and Miura, N., (1999), “Soil Fracturing Of The Surrounding Clay During Deep Mixing Installation”, Japanese Geotechnical Society, Vol.39, pp. 13-22. [12] O'Kelly, B.C., (2011), “Effects of aluminum sulfate and polyelectrolyte solutions on the geotechnical properties of organic clay,” Soils and Foundations, Vol. 51, pp. 359–367. [13] Vichan, S., Rachan, R., (2013), “Chemical stabilization of soft Bangkok clay using the blend of calcium carbide residue and biomass ash,” Soils and Foundations, Vol.53 (2), pp. 272–281. | ||
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