...W E THOMAS CONSTRUCTION BRIDGES RIVERS ABUTMENTS PIERS SUPERSTRUCTURES DECKS BEARINGS EXPANSION WORKS SETTING OUT FOUNDATIONS MANUFACTURE CONCRETE BLOCKS JETTIES TEMPORARY CAISSONS SINKING TRACK LAYING TRACKLAYING TESTING MATERIALS LABOUR MAKURDI RIVER BENUE...

...J ALLEN; D L DESHPANDE SELECTED ENGINEERING PAPERS. BEING ORIGINAL COMMUNICATIONSORDERED BY THE COUNCIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 151. THE DESIGN OF PIERS FOR A BRIDGE OR SLUICE DAM: AN INVESTIGATION WITH. THEAID OF MODEL EXPERIMENTS. BY JACKALLEN, M.Sc., Assoc. M. INST. C.E., AXD...

...W BLACKADDER © Thomas Telford and ICE 1931 DIRECT METHODS CONSTRUCTION INFLUENCE LINES CONTINUOUS GIRDERS SPANS INERTIA MOMENTS SECTIONS CONSTANT BENDING SHEARING FORCES PIERS BEAMS REACTIONS SELECTED ENGINEERING PAPERS, BEINGORIGINAL COMMUNICATIONSORDERED...

...H F MOLONY QUEENSFERRY DEE UK © Thomas Telford and ICE 1930 MOTT HAY & ANDERSON SIR WILLIAM ARROL BRIDGES QUEENSFERRY BRIDGE RIVERS SPANS PIERS FOUNDATIONS STEEL CYLINDERS SINKING ABUTMENTS PILES SUPERSTRUCTURES ROADWAYS FOOTPATHS ERECTION...

...F W H DOWNING © Thomas Telford and ICE 1929 WEIRS BARRAGES VALLEYS RIVERS PROJECTS EXCAVATING FOUNDATIONS EXPANSION JOINTS SUPERSTRUCTURES PIERS REGULATORS STEELWORK DIVERSION ISLAM WEIR SUTLEJ VALLEY INDIA PAKISTAN ASIA SFXECTED ENGIXEERIHG PAPERS...

.... The piers and abutments were faced with Pork stone and Bramley Fall stone, andthehearting consisted of brickwork in lime mortar. As first constructed each span consisted of two wrought-iron lattice girders 15 feet 3 inches in depth, with cross girders 14 inches in depth and 3 feet 6 inches apart...

...A D SWAN © Thomas Telford and ICE 1925 HARBOURS TIDES PORTS DEVELOPMENT ADMINISTRATION RAILWAYS CONCRETE PIERS CONSTRUCTION CYLINDERS MIXING PLANT TRUSSES TESTS SINKING DECKS SHEDS FLOORING FENDERS ELEVATORS CRANES FREIGHT PRECASTING VANCOUVER CANADA...