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Implementation and Verification of NorSand Model in General 3D Framework

机译:通用3D框架中NorSand模型的实现和验证

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NorSand is a critical state (plasticity) model for soils in which particle to particle interactions are controlled by contact forces and slips. The state parameter allows capturing soil behavior over a wide range of confining stresses and densities using relatively few and familiar soil properties that can be determined from the routine laboratory or in situ tests. This paper presents the implementation of NorSand in the leading geotechnical software platform FLAC3D. This implemented version includes the usual three-dimensional aspects allowing for the proportion of intermediate principal stress as well as the far less common feature of principal stress rotation; these aspects allow simulation of cyclic mobility as well as static liquefaction. The results are cross-verified with a VBA-coded spreadsheet for simulations of various densities, drainage conditions, and test types, including triaxial compression and simple shear.
机译:NorSand是土壤的临界状态(可塑性)模型,其中颗粒间的相互作用受接触力和滑移控制。状态参数允许使用相对较少且熟悉的土壤特性(可通过常规实验室或原位测试确定)在宽范围的应力和密度范围内捕获土壤行为。本文介绍了NorSand在领先的岩土软件平台FLAC3D中的实现。该实现的版本包括通常的三维方面,允许中间主应力的比例以及主应力旋转的少得多的共同特征。这些方面允许模拟循环迁移率以及静态液化。使用VBA编码的电子表格对结果进行交叉验证,以模拟各种密度,排水条件和测试类型,包括三轴压缩和简单剪切。

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