Biot willis系数
WebFeb 18, 2024 · 摘要: Biot系数是流-固耦合理论的核心参数,但目前缺乏针对特定储层的准确获取Biot系数的推荐方法,为此通过室内试验对比研究了3种可用于中孔中渗砂岩储层的Biot系数测试方法——Cross-plotting法、排 … http://html.rhhz.net/JLDXXBDQKXB/html/1617679985801-327354537.htm
Biot willis系数
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Web同时基于常规三轴压缩试验得到的力学参数,引入Biot系数这一参数来研究高温水冷处理后花岗岩内部孔隙在外荷载作用下的变形特征,分析探讨了应力诱发及高温水冷对花岗岩Biot系数的影响。. 主要结论如下: (1)根据高温水冷处理后花岗岩物理力学性质的演化规律 ... WebAug 1, 2024 · A more practical and affordable method uses sonic log data to calculate dynamic Biot’s coefficient through the equation α= 1-K dry /K 0 (1) where K dry and K 0 are dry rock and effective mineral modulus, …
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WebBiot系数的值可以用于评估多孔介质的声学导性、热导性以及能量传输方面的性质。. 此外,Biot系数还可以帮助预测材料的动态应变特性以及其对外部振动的响应。. 对于多孔介质的研究,Biot系数是一个重要的指标,并且对于工程应用具有重要的意义。. 多孔介质 ... WebAug 12, 2024 · Biot孔隙介质的几个弹性系数.PDF,高等弹性动力学第5讲 Part A Biot孔隙介质的几个弹性系数 胡恒山 哈尔滨工业大学航天科学与力学系 2012年10月22 日 石油勘 …
WebFeb 10, 2024 · A proper correlation of the Biot‐Willis coefficient controlling the bulk volumetric strain is developed using the data available from various sources in a manner to meet the required endpoint‐limit conditions of the Biot‐Willis coefficient, ranging from zero to unity. The modified power‐law equation presented in this paper yields a ...
WebMay 14, 2024 · The subsurface rock formations may contain predominantly the intragranular matrix porosity in the sedimentary rocks and predominantly the fracture porosity in the nonporous crystalline rocks (Brace 1980, 1984; Merriam et al. 2007).The Biot or the … crypton bornheimWeb【摘要】:有效应力系数在地层压力预测和地层应力估算中是一项重要的参数,有效应力系数也称为Biot系数或Biot-Willis系数,特别是在地层压力和应力估算中,有效应力系数更是一个非常关键的参数。有效应力系数的估算在过去很长一段时间一直局限于实验室的测量,一些方法将有效应力系数看成是孔隙 ... dusty rhodes vs arn andersonWebHowever, the correlations of the Biot-Willis coefficient data of Deturnay and Chen (1993), Fabre and Gustkiewicz (1997), Cosenza et al. (2002), ... crypton bitcoinWeb比奥(Biot)从较严格的固结机理出发推导了准确反映孔隙压力消散与土骨架变形相互关系的三维固结方程,一般称为真三维固结理论,而将太沙基三维方程称为拟三维固结方程。. … dusty rhodes the american dreamWebAug 1, 2024 · A more practical and affordable method uses sonic log data to calculate dynamic Biot’s coefficient through the equation α= 1-K dry /K 0 (1) where K dry and K 0 are dry rock and effective mineral modulus, … dusty rhodes vs ted dibiasehttp://www.xjishu.com/zhuanli/52/202411292081.html dusty rhodes wgtsWebThe POROUS BULK MODULI option cannot be used with the porous metal plasticity material model. For cohesive elements, this option can be used in conjunction with the ELASTIC, TYPE = TRACTION option to define Biot's coefficient. There are no parameters associated with this option. Data lines to define bulk moduli. Data line for cohesive … crypton blue