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梁冰, 李磊磊. 咸水层CO2地质封存储层岩石化学损伤及力学性质劣化实验研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20240023
引用本文: 梁冰, 李磊磊. 咸水层CO2地质封存储层岩石化学损伤及力学性质劣化实验研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20240023
Experimental study on chemical damage and mechanical property degradation of reservoir rocks in the process of CO2 geological storage in a saline aquifer[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240023
Citation: Experimental study on chemical damage and mechanical property degradation of reservoir rocks in the process of CO2 geological storage in a saline aquifer[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240023

咸水层CO2地质封存储层岩石化学损伤及力学性质劣化实验研究

Experimental study on chemical damage and mechanical property degradation of reservoir rocks in the process of CO2 geological storage in a saline aquifer

  • 摘要: 为了探究超临界二氧化碳注入咸水层后的化学损伤规律,利用自制的恒温恒压超临界CO2-水-岩石热流固化耦合实验系统,测试反应前后储层岩心矿物组分、微观结构、矿物元素及氧化物的变化,分析反应溶液pH值和钙、钾、镁离子浓度的变化规律,研究反应前后储层岩心试样质量、单轴抗压强度、弹性模量、泊松比等物理力学参数演化规律,揭示超临界二氧化碳注入咸水层后的化学损伤特征和储层岩石力学性质劣化规律。研究结果表明:随着反应时间延长,方解石和钾长石的质量分数逐渐减少,钙元素、钾元素及其氧化物的质量分数也随之减少,试样表面粗糙度增大,产生了溶蚀孔;反应溶液的pH值从7.19降至5.68,方解石溶解速率最快,其次是钾长石,最后是伊利石;反应时间内,岩心试样的质量溶蚀率、泊松比逐渐增加,单轴抗压强度和弹性模量逐渐降低。岩心单轴抗压强度与化学作用时间呈指数函数关系,建立了弹性模量、泊松比与化学作用时间的函数关系式,并得到化学作用下储层岩心的强度预测模型。以弹性模量为损伤变量,得到岩心的单轴抗压强度和损伤变量之间的关系。

     

    Abstract: To investigate the chemical damage mechanism following the injection of supercritical CO2 into a saline aquifer, a self-made thermal-hydrological-mechanical-chemical coupled experimental system of supercritical CO2-water-rock at constant temperature and pressure is established,which is used to test the changes of mineral components, microstructure, mineral elements and oxides of reservoir rock before and after the reaction.And the changes of pH value and concentrations of Ca2+,K+,Mg2+ ions of the reaction solution are analyzed.Furthermore, this study focuses on elucidating the evolutionary patterns of physical and mechanical parameters, including mass, uniaxial compressive strength, elastic modulus, and Poisson’s ratio.The experimental study reveals the chemical damage characteristics and mechanical property degradation of reservoir rocks after supercritical CO2 injected into a saline aquifer.The results show that the mass fraction of calcite and K-feldspar decreases gradually as the reaction time increases, and the mass fraction of calcium, potassium and their oxides also decreases, resulting in the presence of corrosion cavities.The pH value of the reaction solution decreases from 7.19 to 5.68, and the corrosion rate of calcite is the fastest, followed by K-feldspar, and finally illite. During the reaction time, the mass corrosion rate and Poisson 's ratio of reservoir rocks gradually increases, and the uniaxial compressive strength and elastic modulus gradually decreases.The uniaxial compressive strength of reservoir rocks shows an exponential function relationship with reaction time.The functional relationship between elastic modulus, Poisson's ratio and reaction time is established.The strength prediction model of reservoir rocks under chemical reaction is established.Taking elastic modulus as the damage variable, the relationship between the uniaxial compressive strength and the damage variable of reservoir rocks is obtained.

     

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