Boulder Canyon Project, Final Reports: Technical investigations. Part V |
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arch load arch model arch section ARIZONA ABUTMENT ASSUMED BASE ASSUMED BOUNDARIES AXIS OF MODEL BASE OF CROWN beam Boulder Canyon Project BOULDER DAM BOUNDARIES OF FOUNDATION cantilever component cantilever model canyon wall load celite combined load comparison COMPRESSION computing stresses CORRESPONDING ELEVATIONS cross-sectional models CROWN SECTION Cylinder dead load deflection measurements deformations DOWNSTREAM EDGE EDGE OF MODEL ELEVATIONS AT BOULDER equations experimental extensometer extrados fillets foundation slab full reservoir pressure gage lines horizontal and vertical HORIZONTAL PLANES lever live load locations Measured deflection measured strains mercury load model slab model tests modulus of elasticity nonlinear stress NORMAL STRESSES obtained optical gage plaster plaster-celite model Poisson's ratio POUNDS PER SQUARE principal stresses reentrant rosette SCALE OF INCHES SCALE OF STRESS shear stresses shellac shown in figure specimen SQUARE INCH steel strain gage strain measurements stress distribution stress-strain temperature tension tensometer three-dimensional model tion UPSTREAM EDGE upstream face VERTICAL PLANES