Study and Application of a Nonlinear Elastic Model Considering K0-Consolidation for Soft Clay
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摘要: 通过研究软土各向等压固结不排水三轴试验和K0固结不排水三轴试验的应力应变关系的归一化性状,建立一个软土考虑K0固结非线性弹性模型,并结合工程实例,检验其适用性。Abstract: Through researching the normalized behavior of stress strain relationships in CIU-tests and C K0U-tests for soft clay,a nonlinear elastic model considering K0-consolidation is established.Then by means of an engineering project,its applicability is tested.
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Key words:
- soft clay /
- K0-consolidation /
- nonlinear elastic model
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