Geomechanics , Sandia National Laboratories , Albuquerque , New Mexico 87123 , United States.
Storage and Transportation Technologies , Sandia National Laboratories , Albuquerque , New Mexico 87123 , United States.
Environ Sci Technol. 2018 Mar 20;52(6):3758-3768. doi: 10.1021/acs.est.7b04205. Epub 2018 Mar 6.
Results of oedometric consolidation experiments linked with small-angle neutron scattering (SANS) measurements are presented, using SWy-2 Wyoming bentonite clay in dry and water-bearing N and CO atmospheres. Oedometric SANS involves deforming a porous sample under uniaxial strain conditions with applied axial force and internal pore pressure control, and combines with SANS for in situ observation of pore structure evolution and interaction. Scattering from both interlayer (clay intra-aggregate) and free (interaggregate) pores is observed, showing decreasing pore size with dry consolidation and interactions between interlayer and free pore types with swelling and consolidation. Introduction of dry liquid CO at zero effective stress (axial stress minus pore pressure) produces large shifts in interlayer scatterers, but is reversible back to pre-CO levels upon decreasing pore pressure and increasing effective stress. Introduction of wet liquid CO, conversely, produces large but irreversible changes in interlayer scatterers, which are interpreted to be the combined result of CO and HO intercalation under hydrostatic conditions, but which diminish with application of effective pressure and consolidation to higher bentonite dry densities. Consideration of CO intercalation in smectite-bearing CO caprocks needs to include effects of both water and nonhydrostatic stress.
本文介绍了在干燥和含水 N 和 CO 气氛中,使用 SWy-2 怀俄明膨润土进行的静三轴固结实验与小角中子散射(SANS)测量相结合的结果。在 SANS 中,通过施加轴向力和内部孔隙压力控制对多孔样品进行单轴应变条件下的变形,并与 SANS 结合使用,对孔隙结构演化和相互作用进行原位观察。观察到来自层间(粘土内聚体)和自由(聚集体间)孔的散射,显示出干燥固结时孔径减小,以及膨胀和固结时层间和自由孔类型之间的相互作用。在零有效应力(轴向应力减去孔隙压力)下引入干燥液体 CO 会导致层间散射体发生大的位移,但在降低孔隙压力和增加有效压力时,可恢复到 CO 前的水平。相反,引入湿液体 CO 会导致层间散射体发生大但不可逆的变化,这被解释为在静水条件下 CO 和 HO 插层的综合结果,但随着有效压力的施加和固结到更高的膨润土干密度而减小。在考虑含有蒙脱石的 CO 盖层的 CO 插层时,需要考虑水和非静水应力的影响。