核磁共振试验下水压变化对灰岩孔隙参数的影响OA
Influence of water pressure changes on pore parameters of limestone based on nuclear magnetic resonance testing
为了了解库水位的变化对坝基岩体稳定性的影响,借助核磁共振技术和水压控制系统对取自金沙江某高拱坝坝基灰岩在循环水压力条件下的孔隙参数进行研究,通过分析试验前后岩体 T2 谱并结合相关公式研究了初始饱和、干燥试件孔隙度、孔隙分布和渗透率变化规律.结果表明:灰岩微孔含量最多,且随孔隙直径增大含量逐渐减小,孔隙连通性好;水压力试验后,灰岩孔隙连通性增强;灰岩孔隙度下降0.01%~0.08%,初始状态相同时干燥岩体下降量更大;初始孔隙度大小与可动流体孔隙度增长量成正比,灰岩初始孔隙度存在界限值,试验值为 1.04%~1.08%,大于此范围则可动流体孔隙度增大,反之减小;渗透率与可动流体孔隙度变化规律相似;孔隙水压力会导致试件孔隙膨胀,而外部水压力使孔隙收缩,二者分别对孔隙直径大于和小于 0.1 μm的孔隙影响大.
In order to understand the influence of reservoir water level fluctuations on the stability of dam foundation rock masses,the pore parameters of limestone taken from a high arch dam foundation in the Jinsha River under the condition of cyclic water pressure were studied by means of nuclear mag-netic resonance technology and water pressure control system.By analyzing the T2 spectra of the rock mass before and after the tests and combining with relevant formulas,the variation pattern of porosity,pore distribution and permeability of the initial saturated and dry specimens was investigated.The re-sults show that limestone has the highest content of micropores,and the content gradually decreases with increasing pore diameter,and the pore connectivity is good.After the water pressure test,the pore connectivity of the limestone is enhanced.The porosity of limestone decreases by 0.01%-0.08%,and the decrease in dry rock mass is greater when the initial state is the same.The magnitude of the initial porosity is directly proportional to the increase in the porosity of the movable fluid.There exists a threshold value for the initial porosity of limestone.In this experiment,this value is between 1.04%and 1.08%.If it is greater than this value,the porosity of the movable fluid increases;conversely,it decreases.The variation pattern of permeability is similar to that of porosity in movable fluids.Pore wa-ter pressure tends to cause the pores of the specimen to expand,while external water pressure causes the pores to contract.Both have a significant impact on the pores with diameters greater than and less than 0.1 μm,respectively.
雷亚楠;任杰;程恒;赵运天;江晨芳
西安理工大学旱区水工程生态环境全国重点实验室,陕西 西安 710048||西安理工大学水利水电学院,陕西 西安 710048西安理工大学旱区水工程生态环境全国重点实验室,陕西 西安 710048||西安理工大学水利水电学院,陕西 西安 710048中国水利水电科学研究院,北京 100038中国水利水电科学研究院,北京 100038中国水利水电科学研究院,北京 100038
农业科技
石灰岩核磁共振水压力循环荷载孔压变化孔隙参数
limestonenuclear magnetic resonancecyclic load of water pressurepore pressure changespore parameters
《排灌机械工程学报》 2026 (9)
921-926,935,7
西安理工大学硕士研究生创意创新种子基金资助项目(252082303)
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