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静水压作用下砂岩渗透特性及渗透率模型改进

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为探究应力状态对西部弱胶结砂岩渗透率的影响规律,明晰开采过程中岩层的渗流、力学特性,分别开展静水压状态下的岩石渗流试验和核磁共振试验,在此基础上进行岩石渗透率的反演,分析渗透过程中岩石内部孔隙结构的变化规律,进而对核磁渗透率模型进行修正。结果表明:(1)围压对岩石渗透率影响显著,促使岩石内部孔隙结构发生改变,渗透压差的增大会造成岩石内部孔隙的扩张,渗流通道增多,渗透率增大;(2)围压增大导致的微、细孔隙的闭合存在一个极限值,微、细孔隙达到闭合极限所需的围压明显低于大孔隙,微、细孔隙对岩石渗透率的影响随围压的增大而逐渐降低,大孔隙闭合对岩石渗透率的下降贡献值最大;(3)围压的增大会导致岩石内部大孔转为微、细孔,T2截止值呈增加趋势,围压增大引起的孔隙结构的变化会导致岩石内部自由孔隙转化为束缚孔隙,从而造成渗透率的变化;(4)在考虑围压对孔隙结构变化的影响后,对核磁渗透率模型进行修正,修正后的渗透率模型能够较好地反演出岩石的渗透率,为该类岩石进行核磁试验渗透率反演提供了有效依据。
Study on the Permeability Characteristics of Sandstone under Hydrostatic Pressure and Model Improvement
In order to explore the influence of stress state on the permeability of western weakly cemented sandstone,and to clarify the seepage and mechanical properties of rock strata during mining,the rock seepage test and nuclear magnetic resonance test under hydrostatic pressure were carried out,respectively.On this basis,the rock permeability was inversed,and the change law of the pore structure in the rock during the seepage process was analyzed,and then the nuclear magnetic permeability model was modified.The results show that:(1)The confining pressure has a significant effect on the permeability of rock,which makes the pore structure in rock change;The increase of the osmotic pressure difference will cause the expansion of the pores in the rock,increase the seepage channels and increase the permeability.(2)There is a limit value for the closure of micropores and fine pores caused by the increase of confining pressure,and the confining pressure required for micropores and fine pores to reach the closure limit is obviously lower than that of large pores;The influence of micropores and fine pores on rock permeability decreases with the increase of confining pressure;Macropore closure contributes the most to the decline of rock permeability.(3)The increase of confining pressure will lead to the transformation of large pores into micropores and micropores,and the T2 cut-off value will increase;The change of pore structure caused by the increase of confining pressure will lead to the transformation of free pores into bound pores in the rock,resulting in the change of permeability.(4)After considering the influence of confining pressure on the change of pore structure,the NMR permeability model is modified.The modified permeability model can better reflect the permeability of rocks,which provides an effective basis for the permeability inversion of this kind of rock in the NMR test.

sandstoneporositypermeabilitynuclear magnetic resonancemechanical properties

林键、杨溢、曹广勇、刘洋、邵晚行

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安徽建筑大学建筑结构与地下工程安徽省重点试验室,合肥 230601

矿山地下工程教育部工程研究中心(安徽理工大学),安徽淮南 232001

安徽建筑大学土木工程学院,合肥 230601

砂岩 孔隙度 渗透率 核磁共振 力学特性

安徽省自然科学基金矿山地下工程教育部工程研究中心开放基金建筑结构与地下工程安徽省重点实验室开放基金

2208085QE142JYBGCZX2020102KLBSUE202103

2024

地下空间与工程学报
中国岩石力学与工程学会,重庆大学

地下空间与工程学报

CSTPCD北大核心
影响因子:0.886
ISSN:1673-0836
年,卷(期):2024.20(3)