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CHAPTER VIlTRIAL LOAD ANALYSIS OF MODEL INTRODUCTION
248 other sections not shown
0ATA 0EFLECT1ON 4-inch cylinders 40-inch beams abutments adjustment apparatus aquagel arch and cantilever arch dams arch elements asbestos average Boulder Dam Boulder model cantilever stresses canyon walls cast cent compression tests concrete cracks cubic foot deflection measurements DEFLECTIONS OF ARCH deformation dial gages downstream face elevation 1100 elevation 1232 ELEVATl0N extensometers flexural tests flow tests gage reading horizontal invar L.ad layer LOAD AT ELEVATION load was applied maximum mercury load mercury surface mixture model of Boulder model tests modulus of elasticity movements obtained plaster and celite plaster of Paris plaster-celite plastic flow plotted Poisson's ratio pounds per square radial deflections recommended mix rubber rubber-litharge satisfactory shearing stresses shellac showed shown in figure shrinkage slots specimens square inch Stevenson Creek stress-strain Stress-strain curves supplemental base tangential deflections tensile stress tension testing pit THERM0METER thermocouples thick tion torsion twist unit stresses UNlT upstream face vertical vertical deflections