The invention relates to the technical field of
civil engineering construction, in particular to a construction method of an ultra-deep underground diaphragm wall in a water-rich soft-soil area. The construction method comprises the following steps: making an analysis and research on the stability of trench walls of the underground diaphragm wall and doing relevant preparations, preparing wall protecting
slurry, building a guide wall, performing trenching construction, wall cleaning and
sediment removal, manufacturing and hoisting reinforcing cages, backfilling joints between trench sections, and pouring wall concrete. According to the construction method, through a stability
analysis method that introduces
strength reduction, the security coefficients of stability of the trench walls are calculated based on a
finite difference method; through parameter-reduction circular calculations, not only the limit stress and
large deformation state of the trench walls but also the stability coefficients of the trench walls are obtained, which has practice guiding significance in construction; and the results are simple and practical and conform to the habits in the
engineering field, and the stability requirements of the trench walls are effectively guaranteed, so that the
engineering construction can be completed safely and fast with high quality.