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Development of FEM program as a soil-water coupled finite deformation introducing the extended subloading surface model

机译:开发FEM程序作为土水耦合有限变形,并引入扩展的子加载表面模型

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摘要

In order to analyze the soil-water coupled finite deformation behavior, the FEM program is developed by introducing the extended subloading surface model (unconventional elastoplastic constitutive model) which is capable of describing not only the monotonic but also the cyclic deformation. The validity was verified by comparing FEM results with some triaxial test results. The FEM results for the relationship between the shear strength and the axial strain rate of normally consolidated clay agreed well with test results. Besides, the deformation behavior of the homogeneous triaxial specimen caused by the pore water flow is discussed in detail.
机译:为了分析水土耦合的有限变形行为,通过引入扩展的分载面模型(非常规弹塑性本构模型)来开发有限元程序,该模型不仅可以描述单调性,而且还可以描述循环形变。通过将FEM结果与一些三轴测试结果进行比较来验证有效性。正常固结粘土的抗剪强度与轴向应变率之间关系的有限元结果与试验结果吻合良好。此外,还详细讨论了由孔隙水流引起的均匀三轴试样的变形行为。

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