...A C VIVIAN; HOOKE © Thomas Telford and ICE 1934 ELASTICITY PLASTICITY STRESS PROPERTIES MATERIALS BENDING BEAMS STRAIN MATHEMATICAL TENSILE TESTS COMPRESSIVE TRANSVERSE DISTRIBUTION EQUATIONS LINK RATIOS MOMENTS RESISTANCE DEFLECTION METHODS LAWS SELECTED...

...O GIBSON © Thomas Telford and ICE 1934 REPAIRS MAINTENANCE VERTICAL GAS RETORTS METHODS APPARATUS HOT SPRAYING EROSION SPALLING MATERIALS LIQUIDS CEMENT EJECTORS PIPES TREATMENT SUITABLE DENSITY MIXTURES TEMPERATURE PROPERTIES CRACKS GLYCERIN POROSITY Che...

... pitch-pine piles were used and driven t o a hard set. A " decauville " track and a %foot 6-inch gauge track were laid along the jetties, the latter being connected up to the siding connections. This provided access tothe work for men, material andplant. It wasalso intended tohaulthe temporary erection...

...J MARCHBANKS © Thomas Telford and ICE 1933 DEVELOPMENT HARBOURS DREDGING RECLAMATION SEA WALLS WHARVES CARGOES SHEDS EQUIPMENT FLOATING PLANT SLIPWAYS REPAIRS HANDLING TRADE CONTROL COSTS MOORING SUPERSTRUCTURES MATERIALS WELLINGTON HARB PORT NICHOLSON NEW...

.... MATERIALSAND HEAT-TREATMENT. Qualities R e p i r e d in U Material f o r Geurs.-The conditions under which gears work are exacting, and in many cases call for materials of the highest qualities a t present available. I n order that a gear may operatefor even a short period of time, its material mustpossess...

... important masonry work of the canalization system of Behera. It replaces an obsolete regulator which was built in 1825 of indifferent materials, and which had been condemned as unsafe. A 12-metre lockwas combined with the regulator, so as to open upthe canal to navigationasfar asthe railway-line a t kilo...

...R BENNETT © Thomas Telford and ICE 1931 PILES DRIVING CAPACITY SUPPORTING CALCULATIONS FORMULAE CONDITIONS PRACTICE THEORY RESISTANCE MODULUS ELASTICITY MATERIALS EFFICIENCY STEAM HAMMERS ANGLES INTERNAL FRICTION EARTH PRESSURE REINFORCED CONCRETE SELECTED...

...G B R PIMM © Thomas Telford and ICE 1929 DESIGN PILES TESTS IMPACT PILING STATIC LOADING MOMENTARY CONTINUOUS EFFECT FORMS MATERIALS RESISTANCE LOADS BEINGORIGINAL COJ7&IUNICATIONS ORDERED BY TRE C O U N C I L TO BE I U U L I S E E D WITHOUT D I S C U s S I O N . No. 78...

...J M LACEY © Thomas Telford and ICE 1929 LITTORAL DRIFT COASTS EROSION CLIFFS COASTAL CLAYS CHALK GRAVEL BEDS BEACHES MATERIALS TIDES KENT BELTINGE HERNE BAY UK SELECTED ENGINEERING PAPERS, BEINGORIGINAL COMMUNIOATIONS ORDERED BY T H I COUNCIL TO BE PUBLISHED...

...H CHATLEY © Thomas Telford and ICE 1929 PROBLEMS THEORY RIVERS ENGINEERING CONVERGENCE BANKS TIDAL CHANGE DISCHARGES INSTANTANEOUS SALINITY CURRENTS WATER DIMENSIONAL MODELS NON TURBULENT FLOW NATURAL STREAMS EROSION CHANNELS BEDS COHESIVE MATERIALS STABILITY...

...A ROBERTSON © Thomas Telford and ICE 1925 STRENGTH STRUTS FORMULAE STRESS STRAIN MILD STEEL ROLLED CAST IRON COMPRESSION EXTENSOMETERS TESTS YIELD INSTRUMENTATION STRAIGHT AXIAL LOADS WROUGHT ECCENTRIC CONDITIONS ENDS LABORATORIES DUCTILITY NICKEL TIMBER MATERIALS...