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- W2353326942 abstract "The geocell for reinforcement of subgrade was regarded as a beam placed on elastic foundation under vertical load.On the basis of Winkler model,a deformation control differential equation of this reinforcement with the effect of horizontal resistance at the interface between geocell reinforcement and foundation soil taken into account was proposed.A power-series semi analytical solution for this equation was deduced.Consequently,the methods for calculating the bending deflection and internal force of the geocell reinforcement under both point load and uniform distributed load were proposed.The factors influencing the stress-deformation characteristics of the geocell reinforcement such as length and stiffness of geocell reinforcement,coefficient of subgrade reaction force and the horizontal resistance at the interface between the geocell reinforcement and soil were discussed.The results show that the geocell reinforcement can reduce the settlement of the subgrade,but a size effect is existed.The coefficient of subgrade reaction may influence the settlement and the settlement is smaller while the coefficient is higher.The horizontal resistance at the interface may weaken the bending deflection and bending moment of geocell reinforcement which must be considered in engineering design." @default.
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- W2353326942 date "2008-01-01" @default.
- W2353326942 modified "2023-09-24" @default.
- W2353326942 title "Deformation analysis of geocell reinforcement based on Winkler model" @default.
- W2353326942 hasPublicationYear "2008" @default.
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