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Erol Yilmaz
Researcher at Recep Tayyip Erdoğan University
Publications - 109
Citations - 4954
Erol Yilmaz is an academic researcher from Recep Tayyip Erdoğan University. The author has contributed to research in topics: Compressive strength & Tailings. The author has an hindex of 35, co-authored 82 publications receiving 2823 citations. Previous affiliations of Erol Yilmaz include Natural Sciences and Engineering Research Council & Université du Québec en Abitibi-Témiscamingue.
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Effect of properties of tailings and binder on the short-and long-term strength and stability of cemented paste backfill
TL;DR: In this article, the effect of physical, chemical and mineralogical properties of tailings and binder using two different sulphide tailings (Tailings T1 and T2) and Portland cement based pozzolanic binders (B1 and B2) on the unconfined compressive strength (UCS) of cemented paste backfill (CPB) samples in the short and long terms was presented.
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Effectiveness of alkali-activated slag as alternative binder on workability and early age compressive strength of cemented paste backfills
TL;DR: In this paper, the effects of solid content, binder dosage, activator to binder (Al/Bi) ratio, and curing temperature on fresh and hardened properties of AAS-CPB mass were experimentally investigated after curing ages of 3, 7, 14 and 28 days.
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Evaluation of paste backfill mixtures consisting of sulphide-rich mill tailings and varying cement contents
TL;DR: In this article, the effectiveness of different paste mixes with varying cement contents and slump values in a paste backfilling operation in a sulphide-rich environment at a copper-zinc underground mine in northeast Turkey is discussed.
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Effects of curing and stress conditions on hydromechanical, geotechnical and geochemical properties of cemented paste backfill
TL;DR: In this article, a new laboratory apparatus (CUAPS: curing under applied pressure system) was used to mimic the in-situ CPB conditions to compare the performance of consolidated backfills with unconsolidated conventional moulds (i.e., undrained or drained).
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Effect of curing under pressure on compressive strength development of cemented paste backfill
TL;DR: In this paper, a new test system named CUAPS (Curing Under Applied Pressure System) was designed at the Universite du Quebec en Abitibi-Temiscamingue (UQAT) to assess the hydro-mechanical performance of in situ CPB samples at laboratory scale.