Practical Designing of Retaining WallsD. Van Nostrand, 1914 - 169 páginas |
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Términos y frases comunes
acting parallel active thrust actual thrust angle of friction angle of repose assumed backing base center of pressure centre cohesion compressible computed construction cos² cubic foot depth direction distance E₁ earth surface earth-thrust engineers equal equation exerted experiments factor of safety feet formula foundation given gives graphical greater horizontal plane horizontal thrust inclined inner face inner toe intensity intersection joint K₁ limiting plane MASONRY DAMS mass of earth maximum thrust method multiply natural slope normal normal stress numbers outer face outer toe perpendicular plane AC plane of rupture pounds PRACTICAL DESIGNING prisms of rupture Prof Rankine's represent resistance resultant sand Second edition shear sliding stability STRESSES IN MASONRY surcharge surface of rupture tan² THEORY OF RETAINING-WALLS thrust on 40 tion top slope triangle true thrust uniformly unit pressures unit stress water pressure wedge weight per cubic WILLIAM CAIN
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