摘要
为了获得区域性土体本构模型的计算参数,采取典型粉质粘土层作为土样进行三轴试验,得到邓肯-张模型参数,为岩土工程问题分析计算提供了依据。
In order to obtain the model parameters of the regional soil, the author adopts the typical silty clay layer to carry on the triaxial tests, and determines all the Duncan-Chang model parameters. It provides the basis for the analysis and computation in the geotechnical engineering problem.
出处
《河北建筑科技学院学报》
2006年第2期1-3,共3页
Journal of Hebei Institute of Architectural Science & Technology