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the construction methodology and excavation options for a diaphragm wall are explained in the following sequences a shallow guide wall is constructed first along the alignment of the proposed wall the guide wall serves to locate the excavation equipment within acceptable tolerances before the retaining wall construction commences the guide wall is made from reinforced concrete typically 1 to 1.5 metres deep walls are constructed to tight verticality tolerance excavation of the diaphragm wall is carried out in panels a typical panel is excavated in three bites a left bite a right bite and lastly removal of the middle dumpling bite widths depend on the grab type being used but 2 to 2.8 meters wide is typical at the same time as the soil is removed from the panel bentonite mud is pumped into the excavation to support the surrounding soil preventing collapse into the excavated trench excavation continues until the bite docHubes the design depth bentonite mud or in appropriate circumstances