Laminar shear container is the most common soil container in shaking table test on dynamic soil-structure interaction. A three-dimensional laminar shear container was firstly designed for shaking table test. And a shaking table test on soil-underground structure dynamic interaction was conducted. The results of the test show that the soil container eliminated the boundary effect quite well in two mutually perpendicular horizontal directions. Meanwhile, the stiffness of the soil container could be changed according to the change of the model soil, which is applicable to decrease the boundary effect