An Attempt to Design the Anchored Bulkhead Masonry Retaining Wall with the Method of Assort with Deformation

The natural subsoil exclusive of fracture surface is regard as a elastomer of coefficient of subsoil increasing by depth, with method of assort with deformation,when safety factor is known,working out the tensile force of tendon draw and the displacement of wall and anchored. In essence, checking computation intensity of tendon draw instead of stability of wall.