The response and damage of the underground structure under the seismic action are usually controlled by the deformation of soils and the seismic design of the underground [...]

The earthquake-induced asymmetrical settlement of buildings on saturated soil layer is one of the typical phenomena in earthquake damages, which will lead to the inclinat [...]

The dynamic shear modulus and damping ratio of soils are two important parameters in soil property and affect earthquake ground motion greatly. The laboratory experimenta [...]