...D J DAVIES; R M O MALLEY; C S CHETTOE; F M FULLER; P S A BERRIDGE; E K BRIDGE; E BATESON; J C HUDSON; J B STILES; BARRINGTON STILES; G A WOOD; D E HENNESSEY; F A RIVETT © Thomas Telford and ICE 1951 ECONOMICS MAINTENANCE HIGHWAYS BRIDGES STEEL CONCRETE MASONRY STEELWORK PAINTING...

...D J DAVIES; R M O MALLEY PAINTS ECONOMICS MAINTENANCE HIGHWAYS BRIDGES STEEL CONCRETE MASONRY RESEARCH METHODS ATMOSPHERIC POLLUTION ATMOSPHERE ZONING COATINGS PAINT PROTECTION TREATMENT METALS STEELWORK EXPOSED CORROSION EXPOSURE CONDITIONS INFLUENCE DESIGN RESISTANCE...

...A G PUGSLEY © Thomas Telford and ICE 1951 SAFETY STRUCTURAL ENGINEERING MARGIN CONSTRUCTION FACTORS HISTORY PROBLEMS LOADS ACCIDENTS RISKS STATISTICS PROBABILITY CASTINGS MASONRY CAST IRON WROUGHT MILD STEEL REINFORCED CONCRETE FLOORS WIND BUILDINGS FATIGUE...

...L SCOTT WHITE; G A GARDNER Synopsis. The Paper describes in some detail the operation of underpinning and lowering a mediaeval building, constructed of masonry and vaulted brickwork, which was part of the Tudor Palace of Whitehall and used by Henry VIII as a wine cellar. The structure, which is 62...

... science and, in his long and active career, there can have been very fewof its problemswhich did not interest him. In pursuance of this idea, I propose to deal this evening with the s t o r y of research into the streams in masonry dams, a subject which caused considerable controversy during the latter...

...G F GEORGE © 1949 Thomas Telford Ltd 1949 RECONSTRUCTION VIADUCTS ROADS RAILWAYS MASONRY BRICKS ARCHES FAILURES METHODS TEMPORARY WORKS MATERIALS SPECIFICATIONS DEMOLITION PIERS CONSTRUCTION BUTTRESSES FOUNDATIONS SHEPTON MALLET SOMERSET BATH ROAD UK...

...S L BEY; H F WILMOT © Thomas Telford and ICE 1948 STRESS TEMPERATURE EFFECT DAMS RANGE COEFFICIENTS MASONRY SLIDING BUTTRESSES GROUTS ASWAN DAM RIVER NILE EGYPT AFRICA 410 CORRESPONDENCE ON THE STRESSES AND TEMPERATURE when the principal recorclof thclast shock...

... were carried over four lofty masonry archeson the Anglesey side and three on the Carnarvonshire side, the length between the toll houses a t each end being 1,500feet. The middle span was suspended and measured 580 feet between the centres of the supporting towers, the height from high water...

.... Owing to the wide splay, massive character, and superb qualityof the masonry in the towers this flexibility is small, the extent towhich the topcould be pulled over by a horizontal force of say 500 tons being probably less than 1 inch. Observations made by theAuthor confirm this. The other mitigating...

...G L GROVES © Thomas Telford and ICE 1943 LONDON PASSENGER TRANSPORT BOARD MESSRS. KINNEAR MOODIE & CO MESSRS. BALFOUR BEATTY & CO LTD TUNNELS LININGS REINFORCED CONCRETE MATERIALS BRICKWORK TIMBER MASONRY CONCRETE STRUCTURAL STEEL CAST IRON REINFORCED...

... FRANCOIS CUT OFF SUDDS DESIGN IRRIGATION BITUMEN INJECTION EMULSIONS CONSTRUCTION DEVELOPING COUNTRIES SHEETPILING CAVITY STEEL RUBBLE MASONRY METHODS SCOUR PREVENTION MIXTURES PAINTING STEELWORK RIVERS CANALS FLOODS CONCRETE PILES DRIVING JETTING APRONS TOES .330...

... SHUTTERS STEEL WINDOWS BOLTS WALLS MASONRY WAVES BUILDINGS PLATES STEEL CONCUSSION OPENINGS VENTILATION PASSAGES FRAMES LIGHTING EQUIPMENT OFFICES TEMPORARY ERECTION CULVERTS CAPACITY RETAINING BRICKWORK SEEPAGE WASTEWATER REINFORCED INLETS AIR COSTS TRENCHES OPEN IRON...

... that it would be economically possible to construct a high masonry dam a t this site, and the nextconsideration was the maximum level to which water could be safely impounded, as it was advisable to store as much water as possible a t this site. It was originally intended to construct a dam which would raise...

...J HAYES © Thomas Telford and ICE 1938 STRENGTHENING RECONSTRUCTION WEAK BRIDGES ROADS RAILWAYS TRAFFIC ACTS LEGISLATION OVERBRIDGES METHODS MASONRY BRICKS ARCHES GIRDERS SHORT SPAN SPANS SHORT HAYES ON STRENGTHENING AND RECONSTRUCTION OF BRIDGES. 115 Students Paper...

...C G BLOFIELD RECONSTRUCTION BRIDGES RAILWAYS CYLINDERS PIERS ABUTMENTS PLATES GIRDERS SPANS TRACK REMOVAL TRUSSES COSTS RENEWAL SCREWS SCREWING COUNTRIES DEVELOPING SALVAGE BROKEN RIVERS METHODS LOWERING BOWSTRING MASONRY CAST IRON WROUGHT MOCORETA TIMBOY...

...J W SUTTON © Thomas Telford and ICE 1938 SEA DEFENCES PIERS STORMS DAMAGE REPAIRS METHODS ACTION MASONRY APRONS FORMATION DOVER ADMIRALTY PIER KENT ENGLISH CHANNEL UK SUTTON ON SEA-DEFENCES AT ADMIRALTY PIER, DOVER. 305 Paper No. 5117. Sea-Defences...

... SPREAD BRICKS MASONRY RIBS IDEAL UNRESTRAINED STRENGTH CONSTRUCTION STEEL ELASTICITY MODULUS VAULTS THREE PINNED DISCUSSION ON THE MECHANICS OF THE VOUSSOIR ARCH. 5 Discussion. The PRESIDENsaTid that when the Council of The Institution hadThe President. considered the allocation...

... DESIGN SIPHONS DAMS SPILLWAYS RESEARCH CONCRETE ROCKS ROCKFILL FILL RESERVOIRS DISCHARGES CATCHMENTS CRUSHING STRENGTH CRACKS STRESS MASONRY TENSILE SHEAR TESTS AIR VALVES FLOW WEIRS SHRINKAGE HYDROLOGY TEMPERATURE THERMAL VOLUMETRIC CHANGE WATER CEMENT RATIOS SIDES...

... MASONRY FAILURES FOUNDATIONS SETTLEMENT TIMBER DETERIORATION MASONRY WATERLOO THAMES LONDON UK THE DEMOLITION OF WATERLOO BRIDGE 499 Discussion. Sir GEORGEHUMPHREYSP, ast-President, remarked thatthe Sir h r g e thanks of The Institution were due to the Authors for placing...

...G C MINNITT © Thomas Telford and ICE 1935 INCREASING WATER STORAGE RESERVOIRS WATER SUPPLY MASONRY DAMS TEMPORARY MEASURES METHODS CAPACITY PERMANENT CREST MAHADEO NALA MANMAD INDIA ASIA 46 MINNITT ON WATER STORAGE OF MAHADEO NALA RESERVOIR. Paper No. 5023...