作者: N Paine , R I Woods , R A Jewell
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摘要: Design calculations for steep reinforced slopes are described. Charts preliminary design presented the case of over a competent foundation by horizontal layers polymer grids. evaluations require mix and performance criteria to ensure satisfactory behaviour. Descriptions used derive charts given. A simple procedure determine reinforcement spacings is introduced, based on spacing constant q. The relationship between stiffness soil strength deformation behaviour influences selection values. value at large strain recommended grid soil, although it anticipated that equilibrium may be established sooner smaller magnitudes. For covering abstract symposium see IRRD 284425. (Author/TRRL)