The Diaphragm Wall Deflection Simulation Project was Tested in Ho Chi Minh City, Vietnam

Checking and calculating the stability of retaining walls and deep excavation are required in the design and construction of subterranean structures, particularly the DW500 reinforced concrete Wall-Plate. This is one of the most significant approaches to preventing landslides and settlement for buildings in the immediate vicinity. In fact, calculating and forecasting the DW500 retainer wall's stability and determining the influent area can provide a variety of options for reducing reinforced frame parts (retaining wall and shoring). This technology is now being explored and used for the most realistic structures in Vietnam, particularly in Ho Chi Minh City. This article uses the finite element technique (FEM –Plaxis 2D-2019) to calculate the lateral displacements, shoring, and outer foundation for the DW500 retaining wall