Evaluation of deformations of foundation pit structures and surrounding buildings during the construction of the second scene of the state academic Mariinsky theatre in Saint-Petersburg considering stage-by-stage nature of construction process

摘要

This research is aimed at analyzing and evaluating the deformations of foundation pit retaining and bearing structures and the yield of surrounding buildings at different stages of soil excavation and substructure construction of the Second Stage building of the State Academic Mariinsky Theatre (S AMT-2) in Saint Petersburg.