Abstract:

Based on the effect on adjacent bridge foundations imposed by the construction of a Metro station by mining method, the article makes simulations of the construction process by means of ABAQUS software, during which the emphasis is placed on the study on the deformations and forceundertaking status of the adjacent No. 193 bridge foundations and the pilesoil interaction mechanisms. Furthermore, the article also makes a comparison between the calculation results and the insitu monitoring results.