STRUCTURES AT RISK WITH PLANTAR APPROACH RETROGRADE FIRST METATARSAL CHARCOT BEAM SCREW INSERTION



Case study on long-term deformation monitoring and numerical simulation of layered rock slopes on both sides of Wudongde dam reservoir area

Abstract Layered rock slope exists widely.Because of its special slope structure, it is prone to bending deformation and toppling failure, which is a serious threat to engineering construction and safety operation.At present, the research of layered rock slope still has great innovation potential.During the construction of Wudongde Hydropower Stati

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