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UNIFIED YET SIMPLIFIED DISTURBED STATE CONSTITUTIVE MODELS FOR SOILS AND INTERFACE/JOINTS

机译:统一尚未简化的土壤和接口/关节的扰动状态型模型

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The disturbed state concept (DSC) provides a unified framework for characterization of the behavior of geologic materials and interfaces/joints. Important factors such as elastic, plastic and creep responses, stress paths, volume change (contraction and dilation), disturbance (softening and damage or stiffening), thermal effects, partial saturation and liquefaction can be included in the DSC. Because of its hierarchical nature, simplified models for specific applications can be derived from the DSC. It has been applied successfully for defining behavior of many geologic materials and interfaces/joints. Procedures for determination of parameters based on laboratory tests have been developed. Various models from the DSC have been validated with respect to laboratory test data, and field or simulated practical problems by using computer (finite element) procedures in which DSC has been implemented. The DSC can provide unified and powerful models for a wide range of engineering materials.
机译:受扰动的状态概念(DSC)提供了统一的框架,用于表征地质材料和界面/关节的行为。在DSC中可以包括弹性,塑料和蠕变响应,应力路径,体积变化(收缩和损伤或加强),热效应,部分饱和度和液化液化,扰动(软化和损伤或加强),扰动,部分饱和度和液化等因素。由于其分层性质,可以从DSC导出特定应用程序的简化模型。它已成功应用于定义许多地质材料和界面/关节的行为。已经开发了基于实验室测试的参数测定的程序。来自DSC的各种模型已经过了关于实验室测试数据的验证,以及通过使用DSC的计算机(有限元)程序来验证实验室测试数据和模拟实际问题。 DSC可以为广泛的工程材料提供统一和强大的模型。

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