Abstract
This project focuses on the development of a new type of retaining structure, namely Bolt-Beam-Pile Composite Retaining Structure. The proposed structure is a technical and economically feasible method enhancing the slope stability. A parameter sensitivity analysis carried out to evaluate the behavior of the structure under different scenarios, and the variation of the soil parameters. Finite element method was utilized to stimulate the model and perform the analyses. The results demonstrated that, compared with other three typical retaining structures the new Composite Retaining Structure has larger safety factor and smaller displacement.
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