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ÇAĞRILI KONUŞMALAR / KEYNOTES Invited Speeches ... - TPJD

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Investigation of the Effect of Additives on Strength Properties of Cement<br />

Ahmet Asena, Onur Karabacak, Mustafa Hakan Özyurtkan, İbrahim Metin Mihçakan,<br />

Gürşat Altun<br />

İstanbul Technical University, Faculty of Mines, Department of Petroleum and Natural Gas<br />

Engineering, Ankara<br />

Cementing is one of the most essential operations for drilling and well completion techniques.<br />

Cement is used in drilling operations to support and protect casing, to prevent flow through annular<br />

space outside the casing, to stop flow into vugular or fractured formation and to isolate or close<br />

an abandoned portion of a well. In addition, it is also a desired property for cement to develop<br />

early high compressive strength to reduce drilling cost. Therefore, different cement additives are<br />

used to provide desired needs. In this study, 1, 7, and 28-day of compressive strength variation<br />

of Class G cement having commercial additives (viscosity controller and water loss reducer) with<br />

different concentration at ambient conditions have been investigated experimentally. Amount of<br />

used additives was within the limits as specified by producer. It has been observed that cement<br />

samples having water loss additive have resulted in lower compressive strengths in short terms<br />

than those of samples having viscosity control additive. Otherwise, it has also been determined<br />

that the viscosity control additive have yielded a property that tends to increase the compressive<br />

strengths in long terms. First time in this study, it has been observed that one-day cement<br />

samples prepared with high amount of water loss additive (1% by weight of cement) have been<br />

deformed plastically under compressive loads indicating that have no ability to carry loads or to<br />

develop compressive strength.<br />

Keywords : Compressive Strength, Additives, viscosity controller, water loss reducer, Plastic<br />

Deformation<br />

135

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