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DESIGN METHODS FOR STEEP REINFORCED EMBANKMENTS. POLYMER GRID REINFORCEMENT: PROCEEDINGS OF A CONFERENCE SPONSORED BY THE SCIENCE AND ENGINEERING RESEARCH COUNCIL AND NETLON LTD AND HELD IN LONDON 22-23 MARCH 1984
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1985
Year
Polymer GridsPavement EngineeringEngineeringEmbankment EngineeringMechanical EngineeringDam FoundationPolymer Grid ReinforcementCompetent FoundationStructural EngineeringSoil MechanicGeotechnical EngineeringSlope StabilityGeotechnical ProblemSteep SlopesEmbankment DamEarthquake EngineeringFoundation EngineeringReinforced ConcreteCivil Engineering MaterialsGeotechnical PropertyCivil EngineeringGeomechanicsStructural MechanicsConstruction Engineering
Design calculations for steep reinforced slopes are described. Charts for preliminary design are presented for the case of steep slopes over a competent foundation reinforced by horizontal layers of polymer grids. Design evaluations require a mix of calculations and performance criteria to ensure satisfactory behaviour. Descriptions of the calculations and criteria used to derive the design charts are given. A simple procedure to determine reinforcement spacings is introduced, based on a spacing constant q. The relationship between the stiffness of reinforcement and the soil strength deformation behaviour influences the selection of design values. A design value of soil strength at large strain is recommended for polymer grid reinforced soil, although it is anticipated that equilibrium may be established sooner at smaller strain magnitudes. For the covering abstract of the symposium see IRRD 284425. (Author/TRRL)