...H J DEANE; A C GARDNER; R F HINDMARSH; E LATHAM; J MITCHELL; J E MONK; E J BUCKTON; T C FRAMPTON; A GRAY CONSTRUCTION HARBOURS DEVELOPMENT PORTS BREAKWATERS COUNTRIES DEVELOPING DESIGN WORKS FAILURES DAMS COFFERDAMS BERTHING STEEL SHEETPILING EXTRACTION PILES SCREWS CYLINDERS...

...E J BUCKTON; SIR C KIRKPATRICK; W T HALCROW; SIR L SAVILE; FMG DU PLAT TAYLOR; B CUNNINGHAM; C T GARDNER; W R G TAYLOR CONSTRUCTION HARBOURS DEVELOPMENT PORTS BREAKWATERS PILES SCREWS CYLINDERS SCREWPILES WHARVES DESIGN BORERS PIDDOCK PHOLAS DAMS COFFERDAMS SHIPS STORMS OIL...

...J A K HAMILTON; J T GRAVES © Thomas Telford and ICE 1935 MOTT HAY & ANDERSON DORMAN LONG BRIDGES RIVERS APPROACHES SPANS FOUNDATIONS TOWERS CYLINDERS DOLPHINS LIFTING SHEAVES ROLLERS BEARINGS COUNTERWEIGHTS ROPES GIRDERS WINDING MACHINERY ELECTRICAL...

..., if feasible, it would seem to possess some advantages. With regard to the cylinder foundations for the river-piers, the type that had been adopted, in which the diameter was reduced well below the river-bed level, was always apt tobe looked upon with alittle suspicion by contractors on account...

...G L GROVES © Thomas Telford and ICE 1935 LONDON COUNTY COUNCIL, DORMAN LONG BRIDGES REMOVAL PIERS CYLINDERS CAISSONS SINKING ABUTMENTS RIVERS STEELWORK ERECTION STEEL ARCHES RIBS SPANS ROADWAYS FOOTPATHS APPROACHES LOADING TESTS LOADS WROUGHT IRON...

... travelled back on the tracks, causing a relief of pressure on the riverward cylinders and an increase of pressure on the landward cylinders. When the bascules were lowered that action was reversed, and in his opinion such reversals might be detrimental tothe foundations. All these considerations had led him...

... weightin caissons, to enable sinking to proceed without the provision of kentledge, cannot bc over-emphasized ; particularly is this so for caissons,or cylinders, to be sunk incountries where suitable kentledge is almost unobtainable. The delay and expense of providing kentledge in most tropical countries...

...W P HALDANE; G ROBERTS © Thomas Telford and ICE 1935 MOTT HAY & ANDERSON DORMAN LONG BRIDGES DECKS GIRDERS ROTINOFF PROCESS SPANS DESIGN RAILWAYS ROADS STEELWORK PILES FOUNDATIONS CYLINDERS SUPERSTRUCTURES LOADING CALCULATIONS LOADS STRUTS PIERS WELDING...

..., the gates are designed to withstand thefull head of 45 feet 6 inches. Each leaf has a hanging weight of 320 tons with a preponderance of 19 tons over maximum buoyancy, the maximum excess dead weight being about 60 tons. The gates are operated by hydraulic machines with 18-inch diameter cylinders for 750 lbs...

... workmanship at this level, these bracings could never be reached for re-painting ; hence inthe new design, a scheme was evolved which did not require underwater bracings. Instead of steel piles, cast-iron cylinders, 3 feet in diameter, were used with 'I-foot diameter cast-iron screws (Fig. 3, Plate 11...

...J T MOORE; BUCHI; BURMEISTER WAIN; RATEAU; WERKSPOOR © Thomas Telford and ICE 1933 HARLAND WOLFF PRESSURE CHARGED HEAVY OIL ENGINES CHARGING SYSTEMS TURBOCHARGING PLANT CYLINDERS BLOWERS EXTERNAL DRIVING SUPERCHARGING SHIPS Proooodings.] 129 29 November, 1932. Sir...

...W E DALBY; C H BRADBURY; A J BUCHI; G J LUGT; O WANS; J T MOORE © Thomas Telford and ICE 1933 PRESSURE CHARGED HEAVY OIL ENGINES CHARGING SCAVENGING SHIPS PLANT BLOWERS AIR CYLINDERS PUMPS PISTONS EXHAUSTS GAS CAPACITY SUPERCHARGING 160 CORRESPONDENCEON THE PRESENT...

... sweating, in a deep building below water-level. His experience had been that thatdevice wasa certain preventative of a serious diEiculty, especially where electrical machinery was used. Referring to thetesting of the cylinders at theeast end, in Appendix I1 it was stated that cylinder No. 60 was founded...

...H J DEANE © Thomas Telford and ICE 1932 CHAS HEATHCOTE FORD MOTOR COMPANY JOHN MOWLEM JETTIES WORKS FACTORIES CARGOES RIVERS FORESHORES FRONTAGES CIRCULATION WATER SYSTEMS FUEL DISCHARGES ACCOMMODATION PIERS FOUNDATIONS TEMPORARY WORKS PLANT CYLINDERS...

...O ARUP; A H CASE; F W D DAVIS; W T HALCROW; C H SANDEMAN; E G WALKER; H J DEANE © Thomas Telford and ICE 1932 FORD MOTOR COMPANY JETTIES WORKS RIVERS CONSTRUCTION PILES LOADS DRIVING FORCES RESISTANCE CYLINDERS IMPACT SHIPS VESSELS FORESHORES DESIGN FORMWORK...

... in the Paper,consisting of ste%lcruciform piles driven in groups withinpre-cast concrete cylinders. That design was not approved by the Ford Company s engineers, who felt that sufficient set would not be obtained until the piles had reached an inordinate length. The firm were subsequently asked t o submit...

... not gone on sinking the cylinders instead of driving piles round them and adding a concrete ring. The method had ccrtainly produced the required result, but its advantages appeared to him to be open to question. The details of the steelwork in the Paperwere very interesting and well set out, h.I.nhte, t...

... 10 inches distance between the centres of the piers would enablea satisfactory swing span with two openings to be provided. I n connection with the sinking of the cylinders, theAuthor mentioned that the thickness of the walls had been increased to facilitatethe sinking of the cylinders. Theupstream...

... track, permitting loads up to 100 tons to be conveyed under the travelling cranes. In the basement is sunk a cast-iron cylinder 20 feet in diameter for collecting alldrainage which cannot be taken directly to the sewer : from this sump thewater is raised by pumps tosewer-level, and solids are ejected...

...P ALLAN RIVERS BRIDGES BORING ROCKS REINFORCED CONCRETE PIERS CYLINDERS TRUSSES SPANS REINFORCEMENT DIAPHRAGM PILES HEADS RINGS DRIVING TRAMS TRAMWAYS TRAMCARS CARS LOADS LIVE DEAD PORTAL BRACING SWAY BRACES GIRDERS STRINGERS BEARINGS DECKS COSTS LAITANCE...