Test of A Rheological Slope Stability Model

该项目的目标是测试一种新的流变斜率 稳定性模型 这种依赖于变形率的粘性- 塑性模型将用一个具体滑坡的数据进行检验 已经收集了很多年了 该项目分为 分为四个阶段：第一阶段，实地采样;第二阶段， 实验室测试，例如，土壤识别，三轴和简单 抗剪强度和蠕变试验;第三，数据分析 使用流变模型计算变形; 四是报告和论文的准备。 结果 该项目将提供适当的措施， 极限平衡边坡稳定模型的有效性 与目前使用的这种新技术相比， 岩土工程设计和斜坡评估。

The goal of the project is to test a new rheological slope stability model. This rate-of-deformation dependent and visco- plastic model will be tested with data from a specific landslide which has been collected for years now. The project is divided into four phases: the first, field sampling; the second, laboratory testing, e.g., soil identification, triaxial and simple shear strength, and creep tests; the third, analysis of the data with deformation being calculated using the rheological model; and the fourth, preparation of report and papers. The results of the project will provide a measure of the appropriateness and effectiveness of limiting-equilibrium slope stability models currently used in comparison with this new technique for geotechnical design and evaluation of slopes.