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DEM Study of Wave Propagation in Weak Sandstone

机译:弱砂岩中波传播的DEM研究

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We are using DEM simulations in conjunction with experimental measurements of artificially cemented laboratory specimens to investigate the effects of small amounts of inter-granular cement on mechanical behavior. With current PC computing capabilities, it is possible to create DEM sample assemblies that faithfully replicate foll three-dimensional laboratory test specimens. The ultimate objective of these studies is to devise procedures to predict the degree of cementation and strength of granular material with applications to wellbore stability, sand production from wellbores and liquefaction. Preliminary work has focused on wave propagation in sands and weakly cemented sandstones using Itasca's PFC Discrete Element Method (DEM) code. We discuss results of our DEM simulations concerning: (1) relationships between micro-mechanical processes and bulk deformation behavior, and (2) stress-induced velocity anisotropy around wellbores.
机译:我们使用DEM模拟与人工化妆实验室标本的实验测量相结合,研究少量颗粒水泥对机械行为的影响。利用当前的PC计算能力,可以创建忠实地复制Foll三维实验室测试标本的DEM样本组件。这些研究的终极目标是设计预测颗粒材料的胶粘和强度与井眼稳定性,从井筒和液化的砂产生的程序设计的程序。初步作品专注于使用ITASCA的PFC离散元件(DEM)代码的沙子和弱粘合的砂岩中的波传播。我们讨论了我们的DEM模拟的结果:(1)微机械过程与散装变形行为之间的关系,(2)阱中的应力诱导的速度各向异性。

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