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Tangential deflections load at elevation 1400 143
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4-inch cylinders 40-inch beams Acme apparatus aquagel arch and cantilever arch dams arch elements Arizona abutment average Boulder Dam cantilever section canyon walls cast cement center lines compression tests concrete cracks deflection measurements deflection tests deformation dial gages downstream face elevation 1100 elevation 1232 elevation 800 extensometers flexural tests flow tests gage reading horizontal inch per inch invar L.ad layer LOAD AT ELEVATION load was applied Lood on model lower elevations material maximum mercury load mercury surface mixture model and canyon modulus of elasticity movements Nevada abutment obtained occurred plaster of Paris plastic flow plotted Poisson's ratio pounds per square radial deflection reservoir pressure reservoir water rods rubber rubber-litharge shearing stresses shellac showed shown in figure slots specimens square inch strain measurements stress-strain stress-strain curve STRESSES AT DOWNSTREAM supplemental base tangential deflections tensile tensile stress tension thermocouples THERMOMETER tion torsion upstream face vertical vertical deflection