科研之友
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摘要
Laminar shear container is the most commonly used soil container in shaking table test for dynamic soil-structure interaction. A three-dimensional laminar shear soil container was firstly designed and worked out for shaking table test. A shaking table test for soil-underground structure dynamic interaction was conducted. The test results showed that the soil container eliminates the boundary effect quite well in two mutually perpendicular horizontal directions;meanwhile, the stiffness of the soil container can be adjusted according to the variation of the model soil to meet the requirement of decrease in boundary effect.
- 出版日期2012
- 单位中国地震局
