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Hyperbolic rheological model with shear stress limit for acrylamide polymer modified bentonite drilling muds

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TLDR
In this article, acrylamide polymer was used to modify the water-based bentonite mud to reduce the yield point and maximum shear stress produced by the mud during the drilling operation.
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This article is published in Journal of Petroleum Science and Engineering.The article was published on 2014-10-01. It has received 127 citations till now. The article focuses on the topics: Drilling fluid & Bentonite.

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Influence of polyelectrolytes and other polymer complexes on the flocculation and rheological behaviors of clay minerals: A comprehensive review

TL;DR: A comprehensive review of the state-of-the-art contributions for polyelectrolyte systems, focusing on the development of different types of poly electrolytes and their applications in flocculating and dewatering clay minerals is presented in this article.
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Smart cement modified with iron oxide nanoparticles to enhance the piezoresistive behavior and compressive strength for oil well applications

TL;DR: In this article, the authors evaluated the piezoresistive smart cement behavior with and without nanoFe2O3 in order to identify the most reliable sensing properties that can also be relatively easily monitored.
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Effect of nanoclay on the electrical resistivity and rheological properties of smart and sensing bentonite drilling muds

TL;DR: In this article, the effect of temperature on the electrical resistivity and rheological properties of a water-based bentonite drilling mud modified with nanoclay was investigated, and the results showed that the performance of the modified drilling mud can be characterized based on electrical resistivities which can be monitored real-time in the field.
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TGA, rheological properties with maximum shear stress and compressive strength of cement-based grout modified with polycarboxylate polymers

TL;DR: In this article, the impact of two types of polycarboxylate (PCE) polymer on the rheological properties with the ultimate shear strength and compressive strength of cement-based grout with water-cement ratios (w/c) of 0.6 and 1.0 at two different temperatures 25°C and 50°C were studied.
Journal ArticleDOI

Effect of temperature on the rheological properties with shear stress limit of iron oxide nanoparticle modified bentonite drilling muds

TL;DR: In this paper, the effect of temperature on the rheological properties and weight loss of a water-based bentonite drilling mud modified with iron oxide nanoparticle (nanoFe2O3) was investigated.
References
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Introduction to X-ray powder diffractometry

TL;DR: In this paper, the authors described the characteristics of X-radiation, including the Crystalline State, and discussed the use of powder diffractometers for the measurement of powder patterns.
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Drilling fluids : State of the art

TL;DR: A review article on the state-of-the-art in drilling fluid technology, including the recent advances in fluids for extended-reach and horizontal drilling, is presented in this article.
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Optimal determination of rheological parameters for Herschel-Bulkley drilling fluids and impact on pressure drop, velocity profiles and penetration rates during drilling

TL;DR: In this article, an optimal procedure is proposed whereby the best value of the yield stress is estimated using the Golden Section search methodology while the fluid consistency and fluid behavior indices are determined with linear regression on the transformed rheometric data.
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Flow and thixotropy of non-contaminating oil drilling fluids formulated with bentonite and sodium carboxymethyl cellulose

TL;DR: In this article, a study of low-contaminating oil drilling mud in water base, composed of bentonite, at concentrations in the range of 6-12% (w/w), and sodium carboxymethyl cellulose at two different concentrations.
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Compressive and Tensile Behavior of Polymer Treated Sulfate Contaminated CL Soil

TL;DR: In this paper, the compressive and tensile behavior of polymer treated sulfate contaminated CL soil was investigated and the effect of treating the soil with a polymer solution was compared to 6% lime treated soil.
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