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Step-Like and Chaotic Behavior of Pore Pressures in Clay during Loading

机译:加载过程中粘土孔隙压力的阶梯状和混沌行为

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Measurements made with vibrating wire piezometers of the rates of change of pore pressures in a clay aquitard during loading revealed a complex behavior over short time periods. Pore pressure velocities were found to progress in evenly-spaced steps rather than in a smoothly continuous manner. This was duplicated in a numerical poroelastic model and is a result of the strong coupling of strains and pore pressures. Pore pressure velocities in the field data were found to exhibit deterministically chaotic behavior in the form of a strange attractor, whose basic shape was duplicated by the model. The velocity histories demonstrate a fractal nature as they repeat when the data is examined on a finer scale. For poroelastic systems, attractor construction offers a supplemental means to verify mathematically correct modeling and may be useful for field studies.
机译:用振动线压计对加载过程中粘土水基中的孔隙压力变化率进行的测量显示出在短时间内的复杂行为。发现孔压速度以均匀间隔的步长而不是以平稳连续的方式前进。这是在数值多孔弹性模型中重复的,并且是应变和孔隙压力之间强烈耦合的结果。发现现场数据中的孔隙压力速度以奇怪的吸引子的形式表现出确定性的混沌行为,该吸引子的基本形状已被模型复制。速度历史显示出分形性质,因为当以更细小的尺度检查数据时,它们会重复出现。对于多孔弹性系统,吸引子构造提供了一种补充手段来验证数学上正确的建模,并且可能对现场研究有用。

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