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- W2364222573 abstract "By using large-scale finite element software ADNIA,the seismic response of the slope supported by composite soil nailing was analyzed,in which the common EL-Centro wave was selected as the input earthquake wave.The analysis included the displacement and acceleration of the supporting slope as well as the time history responses of the axial forces of soil nails and anchors.In the establishment of finite element model,the interaction between soil body and supporting structure was considered.An elastic-plastic M-C model with nonlinear static and dynamic behavior was used to simulate the soil body and a dual linear strengthening model was adopted to simulate the supporting structure.Then the interaction between soil body and supporting structure was simulated with contact element.The results showed that the supporting structure with composite soil nailing slope had better anti-seismic performance than the supporting structure with general soil nailing slope.The maximum horizontal displacement of the latter occurred at the slope top,but that of the former occurred at the slope upper middle.Especially after the imposition of the prestress,the slope displacement under earthquake would reduce significantly,and the axial forces of soil nails and anchors under earthquake would increase significantly.Moreover,the axial forces of soil nails and anchors would reach their maximum values near the slipping surface.The displacement and the acceleration of slope increased with the slope height." @default.
- W2364222573 created "2016-06-24" @default.
- W2364222573 creator A5071591823 @default.
- W2364222573 date "2010-01-01" @default.
- W2364222573 modified "2023-09-24" @default.
- W2364222573 title "Dynamical response analysis of composite soil nail supported slop under action of earthquake" @default.
- W2364222573 hasPublicationYear "2010" @default.
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