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- W853800981 abstract "A series of three-dimensional (3D) numerical analyses has been carried out to investigate the behaviour of soil nailed slopes. The investigation has covered the effects of soil stiffness, nail spacing and length, distribution of shear strength and dilatancy on the ground displacement, nail force and load transfer mechanism. Based on the results from the parametric analyses, it can be concluded that the higher the soil stiffness, the smaller the lateral displacement and the smaller the mobilised tensile forces in the soil nails. The magnitude of mobilised nail force is governed by the relative displacement between the nail and its surrounding soil through interface shear stress transfer. An increase in dilation angle from 0o to 20o at the soil-nail interface results in a substantial reduction (about 60%) of lateral displacement near the ground surface. The assumption of constant shear strength at the soil-nail interface leads to about 45% smaller lateral displacement and about 55% larger tensile forces at shallow depths than those displacements obtained from the assumption of varying shear strength at the interface with overburden pressure. Insights into the performance of the soil nailed slope, under the influence of different dilation angles and shear strength distributions at the soil-nail interface in particular, are reported and discussed." @default.
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- W853800981 date "2007-01-01" @default.
- W853800981 modified "2023-09-24" @default.
- W853800981 title "A Parametric Study of Soil Nailed Slopes : Effects of Dilatancy and Shear Strength Distribution at Interface" @default.
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