Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Design of Geosynthetically Reinforced Embankments Using Decomposed Granite as Backfill Material
The purpose of the report is to provide a summary overview of the results of a study of the feasibility of using geosynthetic reinforcements in construction of embankments with decomposed granite backfill. Design guidelines for reinforced soil structures using decomposed granite as backfill material are presented. The design of geosynthetically reinforced soil embankments is based on conventional limit equilibrium analyses, adapted to take into account the stabilizing effect of the forces generated in the reinforcements.
Design of Geosynthetically Reinforced Embankments Using Decomposed Granite as Backfill Material
The purpose of the report is to provide a summary overview of the results of a study of the feasibility of using geosynthetic reinforcements in construction of embankments with decomposed granite backfill. Design guidelines for reinforced soil structures using decomposed granite as backfill material are presented. The design of geosynthetically reinforced soil embankments is based on conventional limit equilibrium analyses, adapted to take into account the stabilizing effect of the forces generated in the reinforcements.
Design of Geosynthetically Reinforced Embankments Using Decomposed Granite as Backfill Material
J. G. Zornberg (Autor:in) / N. Sitar (Autor:in) / J. K. Mitchell (Autor:in)
1995
61 pages
Report
Keine Angabe
Englisch
Highway Engineering , Soil & Rock Mechanics , Backfills , Granites , Reinforcing materials , Embankments , Soil stabilization , Slope stability , Geotextiles , Geotechnical fabrics , Earthworks , Design , Construction , Tensile strength , Failure mode analysis , Geotechnical engineering , Centrifuges , Cost analysis , Geosynthetic materials
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