...T H HOPKINS BRIDGES RAILWAYS FIXED FOUNDATIONS PILES SPREAD WET MAINTENANCE TRANSPORT CANALS SPANS WATERWAYS RETAINING WALLS ABUTMENTS SWING CAISSONS NILE RIVER DAMIETTA BRIDGE EDFINA BRIDGE SOHAG BRIDGE © Thomas Telford and ICE 1935 EGYPTIAN STATE RAILWAYS...

...W G MORRISON © Thomas Telford and ICE 1934 BRIDGES DESIGN CONSTRUCTION PILES DRIVING FORMULAE BEAMS CONCRETE TESTS RECORDS BEARING CAPACITY DEAD LOADS LOADING DEFLECTION LABOUR COSTS CARLTON BRIDGE CHRISTCHURCH RIVER AVON NEW ZEALAND SELECTED ENGINEERING...

...E B CULLEN © Thomas Telford and ICE 1933 MESSRS. BRETT & CO. CONSTRUCTION WHARVES TIMBER PILES PROTECTION SUPERSTRUCTURES FENDERS FLOODS CRANES HOISTING LOADING DOLPHINS BRETT'S WHARF BRISBANE HAMILTON BRISBANE RIVER AUSTRALIA SELECTED ENGINEERING...

...W C ASH © Thomas Telford and ICE 1932 EXPERIMENTS QUAYS WALLS DOCKS DISTORTION PORTS MICROMETERS BEAMS HORIZONTAL BOX LATERAL EARTH PRESSURE PILES CLUTCHES VERSED SINES MOVEMENT STRESS JOISTS REACTIONS KING GEORGE CALCUTTA INDIA ASIA SELECTED...

... temporarily supported by driving timber piles a t short intervals in front of the toe of the wall. While this proved effective in preventing further sliding of the wall, it reduced the widthavailable for navigation, and consequently increased the difficulties of moving the barges. . . ~~ Original...

...E W GILL © Thomas Telford and ICE 1931 LIVESEY & HENDERSON CLEVELAND BRIDGE & ENGINEERING HARBOURS BRIDGES LOADING TRACK SPANS LIFT OPENINGS GEARS BOX GIRDERS CONSTRUCTION CYLINDERS TESTS LOADS PILES DRIVING ERECTION POOLE UK SELECTED...

...R BENNETT © Thomas Telford and ICE 1931 PILES DRIVING CAPACITY SUPPORTING CALCULATIONS FORMULAE CONDITIONS PRACTICE THEORY RESISTANCE MODULUS ELASTICITY MATERIALS EFFICIENCY STEAM HAMMERS ANGLES INTERNAL FRICTION EARTH PRESSURE REINFORCED CONCRETE SELECTED...

...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...

...D KENNEDY CONSTRUCTION SCREWPILES JETTIES SCREWS PILES PORTS CREEKS SCREWING METHODS TESTING TESTS BHAVNAGAR INDIA ASIA Ube 3netftutfon of CfvfI Engineers. SEIJRCTED ENGINEERING PAPERS, R E l S G ORIGINAL COMMUNICATIONS ORDERED BY THE COUNCIL TO BE PUBLISlIED WITIIOUT...

...H HERROD © Thomas Telford and ICE 1930 BRAITHWAITE SCREWS PILING PILES SEWAGE SEA OUTFALLS WORKS SCREWPILES SCREWS SCREWPILING SCREWPILED SCREWING DESIGN FORCES WINCHES CAPSTANS ELECTRIC HYDRAULIC APPLICATIONS CONSTRUCTION SELECTEDENGINEERINGPAPERS. BEING...

...G B R PIMM © Thomas Telford and ICE 1929 DESIGN PILES TESTS IMPACT PILING STATIC LOADING MOMENTARY CONTINUOUS EFFECT FORMS MATERIALS RESISTANCE LOADS BEINGORIGINAL COJ7&IUNICATIONS ORDERED BY TRE C O U N C I L TO BE I U U L I S E E D WITHOUT D I S C U s S I O N . No. 78...

...T C HOOD © Thomas Telford and ICE 1929 RECONSTRUCTION BRIDGES LOADS GIRDERS BOWSTRING ARCHES SUPERSTRUCTURES CONSTRUCTION PILES EXCAVATING FERROCRETE REINFORCEMENT RIBS ABUTMENTS STRESS EXCAVATIONS CRAWFORD BRIDGE SINGAPORE SINGAPORE ASIA SELECTEDENGINEERING...

...J H NICHOLSON PILES FORMULAE DRIVING LOADS BEARING CARRYING POWER SELECTED ENGINEERING PAPERS. BEING ORIGINAL COMMUNICATIONS ORDERBD BY THCOEUNCIL TO BE f PUBLISHED WITHOUT DISCUSSION. No. 62. PILE FORMULAS. BY JOHN HEDLEY NICHOLSON, B . S c . , M. INST. C.E. EDITED BY 1. H. JEFFCOTT...

...H HERROD © Thomas Telford and ICE 1928 WIDENING HARBOURS DOCKS ENTRANCES PORTS WALLS REINFORCED CONCRETE PILES STEEL RANSOME PILING DESIGN COFFERDAMS CONSTRUCTION DAMS DRIVING EXCAVATING EXCAVATIONS QUAYS PORTSMOUTH CAMBER DOCKS UK SELECTED ENGINEERING...

...M A MUIRDEN Che 3netftutfon of CfofI Enqlneere, SELECTEDENGINEERING PAPERS. BEINQ ORIGINAL COMMUNICATIOONRSDERBD BY THI COUNOIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 37. cc SCREW-PILE MOORING-BERTHS,yy BY M A U R I C EA L A NM U I R D E N , Assoc. M. INSTC..E. EDITED BY H. H. JEFBCOTT, Sc.D...

... 60 feet wide, and is situated in Harbour road, replacing an oldcoal-wharf facing that portion of the foreshore which was reclaimed. Botht'he wharf and Dhe retaining-walls for the reclamation a t thc sitc of the old Hard are of 13-inch by 13-inch reinforced-concrete piles spaced 10 feet apart...

...J W M MCLAREN GRIMSBY UK SELECTEU ENGISEERIING PAYERS. l!EINC, ORIGINACOL MMUNICATIONS ORDERED BY THCEOUNCIL TO BE PUBTJSIIED WITHOUT DISCUSSION. No. 25. INTERLOCKING STEEL SHEET PILING FOR TEMPORARY DAMS AT GRIMSBY. BY JOHN WILLIBMS M~LAREN,MC., M. INSTC..E. EDITED BP H. H. JEFFCOTT...

...C J GYDE UNION PUBLIC WORKS DEPT CLEVELAND BRIDGE & ENGINEERING BRIDGES FOUNDATIONS MODERATE DEPTH CONSTRUCTION SUBSTRUCTURES RIVERS REINFORCED CONCRETE CAISSONS CYLINDERS SINKING PILES DRIVING STEEL SHEETPILING ABUTMENTS CAPE PROVINCE NATAL SOUTH...