..., and from differential heating. The loading on anchor-blocks and buttress-blocks ia considered. Formulae are given for the spacing of ring-supports necessary to keep the combined stresses due to bending, eccentricities in alignment, temperature changes, and fluid pressure, within safe limits when judged...

...E VOLTERRA; J F BAKER; J W RODERICK; G WINTER EXPERIMENTS METALLIC BEAMS BENDING ELASTIC LIMITS BEHAVIOUR STRUCTURES PLASTIC THEORY DESIGN LOADS DEFORMATION HARDENING BEAMS MOMENTS CURVATURE STRESS © Thomas Telford and ICE 1943 EMERGENCY. SOURCES O F WATER SUPPLY...

...E VOLTERRA; A DANUSSO; G COLONNETTI © Thomas Telford and ICE 1943 ENGINEERING LAB.OF CAMBRIDGE UNIVERSITY EXPERIMENTS METALLIC BEAMS BENDING ELASTIC LIMITS PLASTICITY MOMENTS STRUCTURES FORMULAE CURVATURE EQUATIONS HARDENING HYPERSTATIC MATHEMATICAL JOURNAL...

...L F COOLING; H Q GOLDER © Thomas Telford and ICE 1942 ANALYSIS FAILURES EARTH DAMS CONSTRUCTION STABILITY METHODS SWEDISH COHESIVE SOILS FRICTION BANKS PUDDLE CORES SAMPLING WEIGHT SHEAR STRENGTH WATER CONTENT EARTHWORKS SITES PLASTIC LIMITS 38 COOLING AND GOLDER...

... difficulties. In the first place all natural soils exhibit variations evenover short distances of a footor so. Thus in order to assess how far thecharacteristics measured by tests on a limited number of samples can be taken as repre- sentative of a complete soil profile,it is necessary to have some measure...

... LATERAL SURFACE DRAINS SLIDES BORING DRAINAGE BOREHOLES FISSURES FAILURES PLASTIC LIMITS SLOPES RETAINING WALLS POROUS PIPES MECHANISMS BLUE CLAY RUBBLE HERNE BAY KENT ENGLAND UK DISCUSSION ON CLIFF-STABILIZATIONWORKS IN LONDON CLAY. 427 Discussion. The Author...

... MOTORISTS DEATHS SEGREGATION BICYCLES INJURIES SURFACES SKIDDING CARS VEHICLES SPEED PROBLEMS REDUCTION LIMITS BYPASSES 278 DISCUSSION ON THE ENGINEER S PART Discussion. The Chairman said that it was some time since a meeting of the Road Engineering Section had been held. The Inaugural...

... was reached, and, as the load increased from the elastic limit to the ultimate breaking point, the fragmentation became more and more complete. Fromthat progressive replacement of orderly crystals by a disorderly array of crystallites the material seemed to derive increased strength, but eventually a stage...