纳米粘土含量对高温循环注汽条件下油井水泥强度的影响

A. Mahmoud, S. Elkatatny, S. AbdulmalekAhmed, M. Mahmoud
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引用次数: 13

摘要

硅酸盐水泥的水化产物在高温下会发生剧烈变化,影响水泥的物理性能,特别是抗压和抗拉强度,这种现象被称为强度倒退。以往的研究表明,硅粉(SF)的使用增强了G类油井水泥(OWC)抗长硅链形成的强度倒退。在300℃高温条件下,研究了添加改性蒙脱土纳米粘土(NC)颗粒(层状矿物硅酸盐纳米颗粒)对G级水泥强度抗回退性能的影响。本研究选取了6种水泥浆,分别制备了不含二氧化硅和纳米粘土颗粒的基础样品,一种仅含35% BWOC的SF颗粒样品,以及4种NC BWOC为1.0、2.0、3.0和4.0%、SF BWOC为35%的样品,并在养护7天后的低(38°C)和高(300°C)条件下进行了测试。选择300℃作为向油井注入蒸汽以提高产油量以提高采收率(EOR)的一个热循环条件。样品制备完成后,根据目标试验将样品倒入不同尺寸的模具中,然后在38℃低温条件下水浴固化,固化7天。一些样品在整个周期内在低温下固化,而另一些样品在最后三天内取出并在300°C的高温下固化,以模拟一个蒸汽注入循环条件。为了评价NC颗粒对减轻水泥高温强度损失的作用,进行了无侧限抗压强度(UCS)和抗拉强度试验。研究了样品渗透率随NC含量和温度的变化规律。测定了水泥样品在高温条件下(300℃)NC颗粒吸水损失率。结果表明,在300℃的极端高温条件下,使用NC(高达3.0% BWOC)可以防止水泥劣化。这归因于两个事实,首先,NC颗粒通过填充纳米级孔隙降低了样品的初始渗透率,这些孔隙预计会主导对照样品(即含有0%纳米粘土的样品),其次,加速水化反应,导致形成更稳定的硅酸钙水合物(CSH),从而增强水泥基质对预期力的抵抗力。在高温环境下,NC基水泥基体的原始渗透率增加主要是由于NC浓度保持在3.0% BWOC以下时,NC颗粒所吸收的水分蒸发,当NC含量超过该浓度(即>3.0%)时,纳米颗粒的团聚严重破坏了水泥基体的微观结构。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Nanoclay Content Influence on Cement Strength for Oil Wells Subjected to Cyclic Steam Injection and High-Temperature Conditions
The hydrated products of Portland cement drastically change after exposure to high-temperatures, compromising the cement physical properties, especially, its compressive and tensile strengths, this phenomenon is known as strength retrogression. Previous studies showed that the use of silica flour (SF) enhances Class G oil wells cement (OWC) resistance to the strength retrogression due to the formation of long silica chains. In this work, the influence of adding modified montmorillonite nanoclay (NC) particles, which are nanoparticles of layered mineral silicates, on Class G cement strength retrogression resistance under the high-temperature condition of 300°C was evaluated. Six cement slurries were considered in this study, the base sample which has no silica or nanoclay particles, one sample contains 35% BWOC of SF particles only, and 4 samples incorporating 1.0, 2.0, 3.0, and 4.0% BWOC of NC and 35% BWOC of SF were prepared and tested under conditions of low (38°C) and high (300°C) temperature after 7 days of curing. The 300°C was selected to represent one thermal cycle condition when steam is injected into the oil well to increase the oil production for the purpose of enhanced oil recovery (EOR). After preparation, the samples were poured into different molds with specific dimensions based on the targeted test, then cured at the low-temperature condition of 38°C using a water bath, the samples were cured for 7 days. Some of the samples cured at the low temperature for the whole period while others removed in the last three days and cured at a high temperature of 300°C to mimic one steam injection cycle condition. In order to evaluate the effect of the NC particles on mitigating the cement strength loss at high-temperature, the unconfined compressive strength (UCS) and tensile strength tests were performed. The change in the permeability of the samples as a function of NC content and temperature were evaluated. The percentage loss in the water absorbed by NC particles after exposing the cement samples to the high-temperature condition (300°C) was measured. The results revealed that the use of NC (up to 3.0% BWOC) can prevent the cement deterioration under extremely high-temperature conditions of 300°C. This is attributed to two facts, first of all, the NC particles reduced the initial permeability of the samples by filling the nanoscale porous these expected to dominate the control samples (i.e. sample with 0% nanoclay), secondly acceleration of the hydration reaction which results in formation of more stable forms of calcium silicate hydrates (CSH) which leads to enhancement in the cement matrix resistance to the expected forces. At high-temperature environment, the original permeability of the NC-based cement matrix increased mainly due to evaporation of the water absorbed by NC particles when their concentration is maintained below 3.0% BWOC, the use of NC content beyond that concentration (i.e. >3.0%) severely damaged the cement matric microstructure due to agglomeration of nanoparticles.
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