Study on bearing characteristics of rigid rectangular foundation subjected to horizontal force and torque (H-T)

The current design of member foundation only considers horizontal forces (H) and ignores the effect of torque (T), which may lead to torsional failure of the foundation. To analyze the bearing characteristics of rigid rectangular foundation subjected to horizontal force and torque (H-T), according to the stress characteristics of the foundation, the corresponding simplified calculation model is established, and the theoretical solutions of the stress and deformation analysis of the foundation under the two bearing modes of torque (T), horizontal force (H) - eccentric bending moment (M) are derived; numerical simulation analysis is carried out to obtain the failure envelope of rigid rectangular foundations under push torsion H-T load. And then the rationality of the theoretical calculation method is verified by the indoor model test. Finally, the influences of torsion ratio and foundation resistance ratio coefficient m on the stress and deformation of foundation are analyzed. The results show that the failure