Development of Early Oil Well Cement Properties Using Laponite Particles

Abdulmalek Ahmed, A. Mahmoud, S. Elkatatny
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引用次数: 2

Abstract

The cement sheath is exposed to several loadings, which can possibly harm its key properties and impede its functions. These loadings become more significant at the early age of forming the cement sheath in which the properties of the cement are not completely developed. The objective of this work is to evaluate the changes in the cement matrix properties at the early stages of the hydration process for the cement containing laponite particles and compare it with the base cement. Laponite is a natural inorganic source containing mainly silicate. It is used as an additive to modify and enhance the rheological properties of many products. Several cement samples with and without laponite were prepared and evaluated at four different curing times of 12, 24, 48, and 72 hours. Several cement properties such as porosity, Young's modulus, density variation and compressive strength were evaluated at each time. The results showed that the porosity of both cement samples increased with curing time, and the addition of laponite decreased the porosity of the cement samples. The addition of laponite particles also improves the elasticity of the cement as indicated by the decrease in Young's modulus. The early density variation of the cement was minimized when the laponite is used. The results of compressive strength indicated that the compressive strength of both cement systems increased with the increase of the curing time and the laponite-based sample had higher strength than base cement.
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利用拉土颗粒开发早期油井水泥性能
水泥环暴露在多种载荷下,这可能会损害其关键性能并阻碍其发挥作用。这些载荷在形成水泥环的早期变得更加重要,在这个阶段,水泥的性质还没有完全发育。这项工作的目的是评估在水化过程的早期阶段,含钙土颗粒的水泥的水泥基质性质的变化,并将其与基础水泥进行比较。拉土是一种主要含硅酸盐的天然无机矿源。它被用作添加剂来修饰和增强许多产品的流变性能。在12、24、48和72小时四种不同的养护时间下,制备了几种含和不含拉土的水泥样品,并对其进行了评估。每次都对水泥的孔隙率、杨氏模量、密度变化和抗压强度等性能进行了评估。结果表明:随着养护时间的延长,两种水泥试样的孔隙度均增大,而钙土的加入降低了水泥试样的孔隙度;拉土颗粒的加入也提高了水泥的弹性,这可以从杨氏模量的降低中看出。当使用拉土时,水泥的早期密度变化最小。抗压强度试验结果表明,两种水泥体系的抗压强度均随养护时间的延长而增大,且以钙岭土为基的水泥强度高于基础水泥;
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