Graphical Determination of Earth Slopes, Retaining Walls and DamsD. Van Nostrand Company, 1908 - 129 Seiten |
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Graphical Determination of Earth Slopes, Retaining Walls and Dams Charles Prelini Keine Leseprobe verfügbar - 2012 |
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angle of friction angle of natural angle of repose bank of earth base calculated center of gravity center of pressure cloth coefficient of cohesion construction cos² counterforts cubic foot deduced determined directrix AH earth pressure Electric embankment Engineering equal stability equal to zero equation factor of safety force of cohesion force polygon formula given gives graphical Illustrated intensity of pressure masonry mass of earth material multiplied N₂ natural repose natural slope parallel to AH passive pressure perpendicular plane of natural plane of rupture plane of sliding practical prism of earth Prof Professor Rebhann proportional R₂ Rebhann Weyrauch represented resistance resultant retaining wall segment sliding prism slope of equal slope of equilibrium soil specific weight surcharge theory thickness total pressure triangle ABC triangle DKI triangle of forces triangle of pressure vertical WALL INCLINED
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