Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Design Procedure for Geosynthetic Reinforced Steep Slopes
This report presents a method for the design of geosynthetic reinforced slopes. A computer program ReSlope was developed to allow the user to optimize the design by accounting for elements such as user-specified partial safety factors, geosynthetic ultimate strength, cohesive soils, pore water pressure, external loads, and seismicity. This report provides recommendations regarding selection of soil shear strength parameters, safety factors, and practical specifications for reinforcement layout Design aspects related to erosion control and construction are also discussed. Finally, tips regarding arrest of tension cracks and an economical procedure for repairing a failed slope are given.
Design Procedure for Geosynthetic Reinforced Steep Slopes
This report presents a method for the design of geosynthetic reinforced slopes. A computer program ReSlope was developed to allow the user to optimize the design by accounting for elements such as user-specified partial safety factors, geosynthetic ultimate strength, cohesive soils, pore water pressure, external loads, and seismicity. This report provides recommendations regarding selection of soil shear strength parameters, safety factors, and practical specifications for reinforcement layout Design aspects related to erosion control and construction are also discussed. Finally, tips regarding arrest of tension cracks and an economical procedure for repairing a failed slope are given.
Design Procedure for Geosynthetic Reinforced Steep Slopes
D. Leshchinsky (Autor:in)
1997
68 pages
Report
Keine Angabe
Englisch
Soil Sciences , Soil & Rock Mechanics , Computer programs , Computer aided design , Soil erosion , Slope stability , Control , Low costs , Parameters , Water , Loads(Forces) , Cracks , Soil mechanics , Strength(Mechanics) , Tension , Safety , External , Pore pressure , Seismology , Shear strength , Cohesive soils , Reslope computer program , Geosynthetics
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