@ARTICLE{Yilmaz_Erol_One-dimensional_2012, author={Yilmaz, Erol and Belem, Tikou and Benzaazoua, Mostafa}, volume={vol. 28}, number={No 4}, journal={Gospodarka Surowcami Mineralnymi - Mineral Resources Management}, pages={29-45}, howpublished={online}, year={2012}, publisher={Komitet Zrównoważonej Gospodarki Surowcami Mineralnymi PAN}, publisher={Instytut Gospodarki Surowcami Mineralnymi i Energią PAN}, abstract={Each year, mine and mill operations generate enormousamounts of two waste types – fine-grained tailings andcoarse-grained waste rocks. Fine-grained tailings are either discharged in slurry form to surface tailings dams ordelivered in cementitious form to underground mine stopes as backfilling, while coarse-grained rocks are typicallystored by depositing as a dry material in large dumps. The engineering design of surface tailings dams orunderground mine stopes is often controlled by the high compressibility and low shear strength characteristics offine-grained tailings. Cemented paste backfill CPB indicating saturated, fine-grained backfills can undergo majorconsolidation settlement during early curing stages. Thus, a better understanding of the rate and magnitude of bothdifferential and total settlement of CPB cured under stressis essential for a proper backfill geotechnical design. Theconsolidation parameters of CPB can be determined from an improved lab setup called CUAPS (curing underapplied pressure system). This setup is capable of simulating the CPB placement and curing conditions, andmeasuring the consolidation parameters of CPB cured under effective stresses ranging between 0.5 and 400 kPa.In this study, a series of one-dimensional consolidation tests were conducted on CPB samples allowing forexamination of the effects of binder type and rate as well as curing time on the compression properties (e.g.,coefficient of consolidationcv, compression indexCc, and recompression indexCr) and the final geotechnicalindex properties (e.g., void ratioef, water contentwf, and degree of saturationSf). Results showed that as the bindercontent increases, the initial resistance to consolidation increases. Thecvvalue decreases over the course of timedue to evolution of the CPB microstructure generated by the hydration process.}, type={Article}, title={One-dimensional consolidation parameters of cemented paste backfills}, title={Parametry jednowymiarowej konsolidacji podsadzki w postaci cementowej pasty}, URL={http://www.journals.pan.pl/Content/85744/PDF/yilmaz-i-inni.pdf}, doi={10.2478/v10269-012-0030-2}, keywords={Tailings, coefficient of consolidation, compression index, binder content, curing age}, }