Suspended Anchor Retaining Wall Structure

In this paper, a new kind of retaining that is called cantilever-anchor retaining isbrought out. Through the triaxial test in the laboratory and the Duncan-Chang model,the parameters used in the finite element model were confirmed. The distributing lawand magnitude of the soil pressure on the retaining are analyzed; Through calculatingthe finite element model with different parameters, the structure's highness is gotten,Through comparing and analyzing different retaining with grider element method, thedesign method of the camilever-anchor retaining is advanced. According to theconclusions, the construction method of the cantilever-anchor retaining is brought out,at the same time, the paPer brings out the request to the important steps in theconstruction.