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Preliminary Development of Discontinuous Artificial Rock Joints

机译:不连续假岩关节的初步发展

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Physical modelling of rock masses allows for direct observation of how joint structures affect the overall system. The feasibility of constructing an artificial jointed rock mass with discontinuous joints was examined for the ultimate purpose of representing jointed rock mass systems with discontinuous three-dimensional joint sets realistically. The materials used to create the artificial rock mass were gypsum plaster to simulate the rock material and a combination of sand, canola oil, and paraffin to simulate the joint material. Selection of the joint material was completed by qualitative feasibility testing of varied materials to find one which would maintain its structure when being placed in plaster while keeping the material properties appropriately ductile to mimic a natural geomaterial. Direct shear tests and compressive strength tests have been used to characterize the behavior of the artificial joint material under external loads. An artificial jointed rock cube was created by encasing a disc of the artificial joint material in the selected plaster to examine the interactions of these two materials.
机译:岩体的物理建模允许直接观察联合结构如何影响整体系统。检查了用不连续关节构建人工关节岩体的可行性,以实现具有不连续的三维关节套装的连接岩体质量系统的最终目的。用于产生人工岩体的材料是石膏石膏,用于模拟岩石材料和砂,油菜油和石蜡的组合来模拟接头材料。通过对不同材料的定性可行性测试完成联合材料的选择,以找到将其结构保持在膏药时,同时保持材料特性适当地延展模仿天然的地质材料。直接剪切试验和抗压强度试验已经用于表征外部载荷下的人工关节材料的行为。通过在所选择的石膏中包装人工关节材料的盘来创建人工连接岩立方体以检查这两种材料的相互作用。

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