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Direct shear test is recommended as a rational test approach for understanding of the behavior of soil-structur e interface. Based on the ABAQUS software, a 3DFEM model is established and the direct shear test process of soil-concrete contact is simulated. The analysis about the soil shear stress-deformation under different normal stress has been done. The results show that the ABAQUS finite software can better simulate the soil-structure interaction. The contact failure mode of node and interface is revealed by contact node shear stress-displacement curve and contact state nephogram on the development process of shear failure.

Numerical Simulation Study on the Failure Mode of Soil-structure Contact Interface