...F G COALES; C H CLARKSON © Thomas Telford and ICE 1935 PERAK PUBLIC WORKS DEPT JAMES CRAIG LTD BRIDGES RIVERS ROADS COUNTRIES DEVELOPING DESIGN SPANS ARCHES STEELWORK ABUTMENTS PIERS CONSTRUCTION CONCRETE GRANITE AGGREGATES CAISSONS SINKING CYLINDERS HEARTING...

... in piers over 15 feet thick, such as the abutment piers. It is desirable to found the piers on rock, or if this isnotavailable, then wellbelow maximum scour-level. This is naturally best effected by open foundations, but wells and piles are also used. The size of the arch-opening is moset conomically fixed...

...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...

... DETAILS TESTS MODELS DECKS BRACING CAMBER DEFORMATION ABUTMENTS TOWERS PIERS MATERIALS STEEL CONCRETE LOADS STRESS DEAD LIVE IMPACT CALCULATIONS DISTORTION THRUST SURVEYS CONSTRUCTION FABRICATION SHOPS LAYOUT BEARINGS PYLONS STEELWORK CRANES CABLES CONVERSION MEMBERS TWO...

...G C MINNITT BRAITHWAITE WASHAWAY RECONSTRUCTION BRIDGES RAILWAYS RIVERS DAMAGE PIERS TRAFFIC FLOODS GEOLOGY ALIGNMENT STEEL ERECTION SPANS STEELWORK TRESTLES FERROCRETE BRICKS BLOCKS BOX ABUTMENTS EARTHWORKS LABOUR CONSTRUCTION SUPPLY MATERIALS BALLAST PLANT...

... facing. The northabutment consisted of a massive pier at the water s edge : behind it was a series of six viaduct arches, screened from view by the side walls of theabutment ; and, exceptfor a system of fenestration, the structure had the appearance of being solid. The south abutment was of similar...

... of 531 feet span (Figs. 1, Plate 7). It is of the two-hinged type and has a rise of 168 ANDERSON ON TYNE BRIDGE, NEWCASTLE. [Minutes of 170 feet. The roadway-deck is slung from the ribs by hangers over thecentral portion andrests on spandrel columns towards the abutments. The ribs are spaced 45 feet...

...SIR C KIRKPATRICK; J H NICHOLSON; H W S HUSBANDS; T H WEBSTER; M B BUXTON; D ANDERSON; G L GROVES; W P HALDANE © Thomas Telford and ICE 1930 BRIDGES RIVERS CAISSONS FOUNDATIONS ACCIDENTS FRACTURE SPANS CRACKING SKEWBACK GIRDERS ABUTMENTS TYNE NEWCASTLE WEARMOUTH...

...T P M SOMERS GLASGOW RIVER CLYDE UK © Thomas Telford and ICE 1929 LONDON, MIDLAND & SCOTTISH RAILWAY BRIDGES DESIGN CONSTRUCTION SPANS PIPES MAINS STRUCTURES TEMPORARY STAGING RIVERS PIERS CAISSONS ABUTMENTS BEAMS SUPERSTRUCTURES MATERIALS PLANT...

...W J DOAK; P L PRATLEY BRIDGES CONSTRUCTION BEARINGS PIERS SPANS TEMPERATURE SHRINKAGE STRESS REINFORCED CONCRETE COSTS SUPERSTRUCTURES ABUTMENTS CYLINDERS GLASGOW UK Correspondence. \v.M Do&. Mr. J. DOAKobserved that it was gratifying t.0 see a structure designed...

...J P PORTER BRIDGES FOUNDATIONS TRANSPORT CHALK PILED MONOLITHS BEARING POWER ABUTMENTS TIMBER BYPASSES ROADS CONSTRUCTION TESTS PILES PILING RECORDS RESISTANCE GROUND DRIVING FORMULAE SAFETY DEEP DESIGN METROP.& LONDON & NORTH EASTERN RAILWAYS © Thomas...

... to 123.91feet below maximumhigh-water level, the material founded on being a,hard blucelay. For the two shore piers, brickwork circular-endewdells were sunk t o depths 56 55 and 66 * 14 feet below maximum high-water level. The abutments were on ordinary open foundations. For carrying out the sinking operations...

...H S B WHITLEY © Thomas Telford and ICE 1917 CLEVELAND BRIDGE COMPANY RECONSTRUCTION BRIDGES CYLINDERS SINKING COMPRESSED AIR PRESSURE RAILWAYS RIVERS ERECTION BOX GIRDERS LATTICE SPANS FOUNDATIONS LIFTING BRIDGEWORKS POWER PLANT APPROACHES KENTLEDGE ABUTMENTS...

...J B BALL © Thomas Telford and ICE 1917 GREAT CENTRAL RAILWAY SIR WILLIAM ARROL BRIDGES RAILWAYS LIFTING SPANS ROADS RIVERS SCHERZER ROLLING LIFT BASCULE PIERS ABUTMENTS UNDERWATER FOUNDATIONS CAISSONS GRANITE CONCRETE SUPERSTRUCTURES TRACK GIRDERS PERMANENT...

...T C HOOD © Thomas Telford and ICE 1916 GREAT INDIAN PENINSULA RAILWAY RECONSTRUCTION BRIDGES RAILWAYS RIVERS ABUTMENTS GIRDERS SPANS REMOVAL STRINGERS PIERS MASONRY KOARI BRIDGE INDIA ASIA Papers.] HOOD ON RECONSTRUCTION OF KOAI~I BRIDGE, 371 (Paper No. 4170...

...J K ROBERTSON © Thomas Telford and ICE 1913 BRIDGES RAILWAYS RIVERS FOUNDATIONS DREDGING SINKING PIERS WELLS SUPERSTRUCTURES LIMESTONE CEMENT GIRDERS ERECTION PONTOONS COSTS ABUTMENTS TRACK NAGDA MUTTRA BANAS BANGANGA GAMBHIR INDIA ASIA Papers...

...C V CHILDS © Thomas Telford and ICE 1913 THEORY ARCHES RIBS ABUTMENTS DISPLACEMENT ARCHED EQUATIONS HINGED FIXED ENDS 286 CHILDS ON THE THEORY OF. ARCHED RIBS. [Selected (Paper No. 4016.) On the Theory of Arched Ribs. By CHARLESVIVIANCHILDS,Assoc. M. Inst. C.E. TEXT-BOOKoSn...

...D ANDERSON; H CUNNINGHAM © Thomas Telford and ICE 1912 WIDENING BRIDGES PIERS ABUTMENTS SUPERSTRUCTURES ERECTION SUBWAYS MACHINERY COSTS ARCHES IRON WROUGHT BLACKFRIARS BRI ENGLAND LONDON UK Papers.] THE WIDENING OF BLACKFRIARSBRIDGE. 271 SECT.11.-OTHER...

...A TREWBY © Thomas Telford and ICE 1910 UK WALNEY ISLAND BARROW IN FURNE ENGLAND BRIDGES ROLLING LIFT PIERS ABUTMENTS FOUNDATIONS ROADWAYS PILES SUPERSTRUCTURES GIRDERS STEEL SPANS GEARS ERECTION STEELWORK Selected TREWBY ON WALNEY BRIDGE, BARROW-IS-PURNESS...

...G R G CONWAY © Thomas Telford and ICE 1909 MAINS DRAINAGE OUTFALLS POPULATION SEWERAGE RIVERS DISCHARGES FLOATS CURRENTS SEWERS TUNNELS SHAFTS ABUTMENTS QUAYS WALLS TUNNELLING SIPHONS PENSTOCKS SEA WORKS CITIES LININGS AIR LOCKS SEWAGE VALVE HOUSES INTERCEPTING...