Performance of cationic asphalt particles synthesized through (CH3O)2SO2 displacement reaction on water-based drilling fluid properties and evaluation of their impact on wellbore stability in shale formation drilling

IF 7.9 Q1 ENGINEERING, MULTIDISCIPLINARY
Saviour Bassey Egwu , Deng Jingen , Zhao Xionghu
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Abstract

To solve the problem of wellbore instability, cationic asphalt particles obtained through synthesis of asphalt and dimethyl sulphate (CH3O)2SO2 at molar ratio of 1:1 were incorporated into water-based mud. After chemical synthesis, various characterization techniques were performed to confirm suitability of the synthesized cationic asphalt particles for enhancing wellbore stability and water-based mud properties. These tests include: particle size analysis, Zeta Potential test, Fourier-Transform Infrared Spectroscopy (FT-IR), low-pressure/low-temperature (LPLT) and High-pressure/High-temperature (HPHT) rheology evaluation, LPLT/HPHT fluid loss test, shale dispersion tests, and clay swelling tests.
Owing to the displacement of hydrogen present in the asphalt amine group (NH) by the (CH3)2 during chemical synthesis, asphalt particle size changed from an initial 50 µm to 356.2 nm. FT-IR spectroscopy indicated formation of new CN covalent bond at wavenumber 1200cm−1 (90 % Transmittance) highlighting the occurrence of chemical reaction. The cationic asphalt particles zeta potential values ranged between -39 mV to -65 mV, thereby highlighting the synthesized asphalt particles excellent colloid stability in aqueous media. The asphalt particles induced fluid loss reduction when incorporated with CMC into the base mud. Due to encapsulation, electrochemical attractive and bridging forces between the (CH3O)2SO2 cationic asphalt and net negatively charged clay surface, a shale recovery percentage of 77.7 % was achieved while clay swelling test results highlighted clay swelling index of 0.73 mm. These indicate that the synthesized cationic asphalt particles can reduce clay swelling and shale dispersion thereby improving wellbore stability.
(ch30)2SO2驱替反应合成的阳离子沥青颗粒对水基钻井液性能的影响及其对页岩地层钻井井筒稳定性的影响评价
为了解决井筒不稳定问题,将沥青与硫酸二甲酯(ch30)2SO2按1:1的摩尔比合成得到的阳离子沥青颗粒掺入水基泥浆中。化学合成后,进行了各种表征技术,以确认合成的阳离子沥青颗粒在提高井眼稳定性和水基泥浆性能方面的适用性。这些测试包括:粒度分析、Zeta电位测试、傅里叶变换红外光谱(FT-IR)、低压/低温(LPLT)和高压/高温(HPHT)流变性评估、LPLT/HPHT滤失测试、页岩分散测试和粘土膨胀测试。在化学合成过程中,由于(CH3)2取代了沥青胺基(NH)中的氢,沥青粒径从最初的50µm增加到356.2 nm。FT-IR光谱显示,在波数为1200cm−1(90%透光率)处形成了新的CN共价键,表明发生了化学反应。阳离子沥青颗粒的zeta电位值在-39 mV ~ -65 mV之间,从而突出了合成沥青颗粒在水介质中优异的胶体稳定性。当沥青颗粒与CMC掺入基础泥浆中时,可降低失液率。由于(ch30)2SO2阳离子沥青与净带负电荷的粘土表面之间的包封、电化学吸引力和桥接力,页岩采收率达到77.7%,粘土膨胀测试结果显示粘土膨胀指数为0.73 mm。说明合成的阳离子沥青颗粒可以减少粘土膨胀和页岩分散,从而提高井筒稳定性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Results in Engineering
Results in Engineering Engineering-Engineering (all)
CiteScore
5.80
自引率
34.00%
发文量
441
审稿时长
47 days
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