磁导率
多孔性
岩土工程
流体静力平衡
极限抗拉强度
静水应力
水压试验
材料科学
地质学
复合材料
有限元法
结构工程
化学
工程类
物理
量子力学
生物化学
膜
作者
John C. Stormont,J.J.K. Daemen
标识
DOI:10.1016/0148-9062(92)90510-7
摘要
Gas permeability and porosity measurements have been made during hydrostatic and triaxial quasi-static, stress-rate controlled compression tests. The permeability and porosity of the as-received samples decrease significantly as a result of hydrostatic loading. These changes are largely irreversible, and are believed to “heal” or return the rock to a condition comparable to its undisturbed state. The permeability can increase more than 5 orders of magnitude over the initial (healed) state as the samples are deformed during deviatoric loading. The gas permeability and porosity changes are consistent with a flow model based on the equivalent channel concept. A model of microcrack initiation and growth based on the frictional sliding crack suggests the flow paths initially develop along grain boundaries and then along axial intragranular tensile cracks. Post-test visual observations support the model predictions.
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