... SUBMERSIBLE SUPPORTS PILES PIERS CONCRETE BORING CAISSONS ARCHES LOADS FOUNDATIONS RIVERS MASONRY SPANS SCOUR PROTECTION TEMPERATURE STRESS DEFLECTION ERECTION CAPACITY FORMULAE OPEN COFFERDAMS FAILURES COLLAPSE 228 DISCUSSION ON LAMBETH AND [Minutes of Mr. G ~ V W . great point...

... ARCHITECTS ENGINEERS FOUNDATIONS LOADING FLOODS LEVELS ARCHES SCOUR COFFERDAMS PIERS DEMOLITION WROUGHT IRON LOADS STRESS DESIGN METHODS SINKING CAISSONS CAUSEWAYS DEPTH CURVES GRADES COSTS PIERS CLAYS LONDON CLAY LAMBETH BRIDGE LONDON THAMES NERBUDDA BRIDGE JUBBULPORE...

...-caisson or well system of foundations, of which the Iskandar bridge provided so interesting an example. The system had been known for a great many years in India, andit was accepted as normal for the foundations of bridges on the Federated Malay States railways. It hadtheadvantage of requiring very little...

...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...

... caissons, whichwere also filled with limestone masonry in lime mortar. These caissons had been sunkby compressed air,and, on demolition, were found to accord closely with modern design, the only difference observed being that the roof-plating of the working-chamber extended over the whole area...

... of the caisson being 44 feet by 16 feet. The ends of the piers are semi-circular, and the sides havea batter of 1 in 12 up to the ornamental cap upon which the bearings arecarried. The piers inside the o r n a Proceedings.] PERAK, FEDERATED MdLAY STATES. 347 mental precast-block facing are heartedwith 1 : 3...

... of the old dry docks by a deep-level culvert, andbyanother culvert tothetidal basin for impounding. The dry dock is equipped with a ship-type floating caisson, wedge- section keel-blocks, adjustable bilge-shores, hydraulic penstocks and capstans, painters and boilermakers travelling stages...

...S BLENCOWE; W T EVERALL; H J FEREDAY; E LATHAM; F G ROYAL DAWSON; J D WATSON; W MACRAE © Thomas Telford and ICE 1934 EMPRESS BRIDGE BRIDGES RECONSTRUCTION RIVERS RAILWAYS TRAINING WORKS SHORTENING SCOUR OSCILLATIONS GIRDERS SPANS LOADS BUNDS GUIDEBANKS PILES CAISSONS...

...R MAIR © Thomas Telford and ICE 1933 RENDEL PALMER TRITTON BRIDGES RAILWAYS RIVERS DESIGN SPANS SITES CONDITIONS CONSTRUCTION CAISSONS SINKING TILTING FILLING WELLS PLUGGING FRICTION RESISTANCE PIERS ERECTION STAGING FLOTATION GIRDERS SERVICE POSITIONING...

...H CUNNINGHAM; W T EVERALL; F M FULLER; W E GELSON; B B HASKEW; H W S HUSBANDS; A S KNOX; W O LEITCH; H R LILLIE; P L PRATLEY; A I SLEIGH; SIR F SPRING; R MAIR © Thomas Telford and ICE 1933 BRIDGES RAILWAYS RIVERS CONSTRUCTION PIERS FOUNDATIONS CAISSONS COMPRESSED AIR SINKING...

...R MAIR; SIR C HINDLEY; D ANDERSON; R D T ALEXANDER; J MACGLASHAN; FEREDAY; H J; A S BUCKLE; SIR G HEARN © Thomas Telford and ICE 1933 BRIDGES RAILWAYS RIVERS PIERS FOUNDATIONS PRESSURE OPEN GRABBING SPANS TILTING WELLS SINKING CAISSONS ERECTION TESTING FLOATING OUT...

...S BLENCOWE; W O LEITCH; S R PRICE; E REED; C M NORRIE © Thomas Telford and ICE 1933 TUNNELS RIVERS CABLES ELECTRICITY SUPPLY POWER ENERGY COUNTRIES DEVELOPING TUNNELLING SHAFTS SINKING AIR CAISSONS SHIELDS RIVER HOOGLY CALCUTTA INDIA ASIA 322...

... CAULKING CAST IRON SEGMENTS GROUTING WORKING CONDITIONS HEALTH DEATHS WORKERS CAISSONS DISEASES HUMIDITY CLIMATE HUMID SICKNESS DEPRESSIONS PRESSURE RIVER HOOGLY CALCUTTA INDIA ASIA The following Paper was submitted for discussion, and, on the motion of the President...

...W C ASH © Thomas Telford and ICE 1932 PORTS EXTENSIONS DOCKS JETTIES COUNTRIES DEVELOPING RIVERS BERTHING FOUNDATIONS SHEDS DESIGN CONSTRUCTION PILES ENTRANCES GRAVING ALIGNMENT LAYOUT CAISSONS WALLS FLOORS QUAYS TRANSIT PUMPING PLANT DEVELOPMENT LOCKS WORKS...

... KENTLEDGE SHIPS VESSELS DRY CAISSONS LOCKS SHEDS CARGOES CALCULATIONS STABILITY FORMULAE CLAYS LATERAL EARTH PRESSURE JETTIES MOORINGS PILES REINFORCED CONCRETE WHARVES PIERS DIVERS BASINS SHEETPILING MARSHALLING YARDS BLUE CLAY CALCUTTA RIVER HOOGLY KING GEORGE...

... caisson capable of travelling on two inclined ways of granite and a centralrunway of caststeelinto a caisson-camber on the north side of theentrance. Provision was also made for the emergency use of ship caissons ; for this purpose one double-faced stopand one single-faced stop were providedon the basin...

...D ANDERSON © Thomas Telford and ICE 1930 DORMAN LONG BRIDGES STEEL ARCHES TWO HINGED FOUNDATIONS CAISSONS SINKING BEARINGS APPROACHES RETAINING WALLS CONSTRUCTION CONTINUOUS SPANS ERECTION DESIGN RIBS CHORDS EXPANSION JOINTS ABUTMENTS TOWERS RIVERS ACCIDENTS...

...SIR C KIRKPATRICK; J H NICHOLSON; H W S HUSBANDS; T H WEBSTER; M B BUXTON; D ANDERSON; G L GROVES; W P HALDANE BRIDGES RIVERS CAISSONS FOUNDATIONS ACCIDENTS FRACTURE SPANS CRACKING SKEWBACK GIRDERS ABUTMENTS TYNE NEWCASTLE WEARMOUTH UK Proceedings.] DISCUSSION...

...SIR L SAVILE; H A REED; C H SANDEMAN; A BINNS; N G GEDYE; G S JACOB; J MITCHELL © Thomas Telford and ICE 1930 DOCKYARDS WIDENING BASINS ENTRANCES DOCKS RECONSTRUCTION GRAVING GATES SINGLE LEAF SINGLE LEAF LEAVES CAISSONS DAMS COSTS DRY ALTERATIONS CONCRETE ACCIDENTS...

...W O LEITCH; G LINDENTHAL; P L PRATLEY; W T SHADDOCK; G L GROVES; D ANDERSON © Thomas Telford and ICE 1930 BRIDGES SINKING CAISSONS ARCHES SPANS AESTHETICS BRACING RIBS CHORDS GIRDERS ERECTION APPROACHES METHODS PROCEDURE STONE STEEL TYNE NEWCASTLE WEAR WEARMOUTH...