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。
Through researching the normalized behavior of stress strain relationships in CIU-tests and C K 0U-tests for soft clay,a nonlinear elastic model considering K 0-consolidation is established.Then by means of an engineering project,its applicability is tested.
出处
《岩土工程技术》
2002年第2期70-74,共5页
Geotechnical Engineering Technique
