...A DEAN THE INSTITUTION OF CIVIL ENGINEERS RAILWAY ENGINEERING DIVISION PRE-STRESSED CONCRETE APPLIED TO THE CONSTRUCTION OF RAILWAY BRIDGES AND OTHER WORKS BY ARTHUR DEAN,M.Sc.(Eng M.I.C.E. Session 1950-1951 _MX LONDON: subliefirb bp Ebe Onstitution of &ibiI Bngineers, GREATGEORGESTREET...

...J A SKINNER © Thomas Telford and ICE 1951 AIR MINISTRY TESTING RUNWAYS FOUNDATIONS PAVEMENTS STRENGTH PLATES BEARING METHODS LOADING BRIDGES EQUIPMENT PLATES SIZE STANDARDS TEMPERATURE RIGID FLEXIBLE SOILS LOADS CLASSIFICATION SKINNER...

...C GRIBBLE; F TURTON; P ABELES; J S CAMPBELL; R L MCILMOYLE; P S A BERRIDGE; K HAJNAL KONYI; D H LEE; R E SADLER; E W H GIFFORD; F WALLEY; L E HAWKINS; L R WADDINGTON © Thomas Telford and ICE 1951 BRIDGE STRESS COMMITTEE PRESTRESSED CONCRETE CONSTRUCTION RAILWAYS BRIDGES WORKS...

...L E HAWKINS; L F COOLING; E J C REED; A M MUIR WOOD; J D WEST; W Y SANDEMAN; A H TOMS; J M LIDDELL; O KIPPS; J GRAHAM © Thomas Telford and ICE 1951 RECONSTRUCTION CULVERTS DESTRUCTION FLOODS EXCAVATIONS EMBANKMENTS ERECTION BRIDGES TRENCHES WORKS HAZARDS TUNNELLING TESTS...

...H SHIRLEY SMITH; W STOREY WILSON © Thomas Telford and ICE 1951 METHODS SINKING BRIDGES FOUNDATIONS COMPRESSED AIR OPEN GRABBING PNEUMATIC CAISSONS MONOLITHS COSTS PLUNGING PIERS KAFR AL ZAYAT THE INSTITUTION OF CIVIL ENGINEERS WORKS CONSTRUCTION DIVISION DISCUSSION...

...H E WHITEHOUSE; R V G PENNEFATHER; G HOWORTH; S WILSON; S SMITH AUSTRALIA © Thomas Telford and ICE 1951 METHODS SINKING BRIDGES FOUNDATIONS COFFERDAMS DREDGING OPEN COMPRESSED AIR COSTS GRABBING NEW SOUTH WALES HAWKESBURY BRID CORRESPONDENCE...

...J GRAHAM © Thomas Telford and ICE 1951 DPT OF SCIENTIFIC & INDUSTRIAL RESEARCH RECONSTRUCTION CULVERTS DESTRUCTION FLOODS EXCAVATIONS EMBANKMENTS ERECTION BRIDGES TRENCHES WORKS HAZARDS TUNNELLING TESTS ELECTRO OSMOSIS BOREHOLES MOISTURE MEASUREMENT AYTON...

...H SHIRLEY SMITH; W STOREY WILSON; E BATESON; H J B HARDING; J S S RAMSAY; J A K HAMILTON; W H WEBB; R G EDKINS; J C WADDINGTON; A W SKEMPTON © Thomas Telford and ICE 1951 METHODS SINKING BRIDGES FOUNDATIONS COMPRESSED AIR OPEN GRABBING CAISSONS METHODS CYLINDERS MONOLITHS...

... experience had so far been gained in its maintenance (it was to be hoped that it would present no maintenance problems, however) ; nor had any controversy been raised with regard to the relativemerits of welding and riveting from the point ofviewof maintenance.The oldest welded railway bridge of which...

...L E HAWKINS MAINTENANCE DESIGN RAILWAYS WORKS PERCOLATION RAIN ACCESS EARTHWORKS BRIDGES MASONRY CONCRETE REINFORCED STRUCTURES GIRDERS DECKS SKEW SLABS OVERLINE GUTTERS GLAZING FOOTBRIDGES STAIRWAYS BINS BUNKERS PITS INSPECTION CORROSION CLEANING DAMAGE FROST...

... ECONOMICS DESIGN STRUCTURAL STEEL SAVING ERECTION METHODS BRIDGES STANDARDS USAGE WELDING GIRDERS CAPACITY FINANCE RIVETING ZAMBESI BRIDGE BIRCHENOUGH BRI ZAMBEZI BRIDGE 18 DISCUSSION ON behaviour, and the introduction of more accurate methods of determining the stresses to which...

...G A GARDNER; J D MALCOLM; F A PARTRIDGE © Thomas Telford and ICE 1949 DESIGN STRUCTURAL STEEL STRUCTURES FRAMED BUILDINGS LIMITED SUPPLY COSTS LAYOUT FRAMEWORK BRIDGES STEELWORK SAVINGS MATERIALS ECONOMICS RIVER ZAMBESI SABI RIVER SYDNEY BRIDGE OTTO BEIT BRID...

... of the Chairman, the thanks of the Division were accorded to the Author. Structural PaperNo. 16. Foundation Problems in Relation to Soil Mechanics. By LESLIETURNERB, .Sc.,M.I.C.E. TABLE OF CONTENTS. .Introduction . . . . . . . . . Record of movement of heavy bridge supports . . . . .Quasi-buoyafnotundations...

...P R ALDERMAN; F E PRIOR © Thomas Telford and ICE 1947 TEMPORARY WORKS CONSTRUCTION BRIDGES LAYOUT PLANT CRANES GANTRIES CONCRETING RIVERS PIERS ABUTMENTS COFFERDAMS REINFORCED CONCRETE SUPERSTRUCTURES CENTERING FORMWORK JOINTS ARC WELDING REINFORCEMENT PRESTRESSING...

... about many of the problems of soil mechanics, it had been difficult to know what to measure. With regard to the piers of the Kouloura bridge the settlementhmbsidence diagram (Pig. I ) suggested that at thepoint where the subsidence of the abutment started it might have been due to the initial failure...

...P FRANK; E J BUCKTON; R HAMMOND; J C WADDINGTON; B F SAURIN; E H PUCKERING; G A WILSON; E M BARNES; H J B HARDING; J W A AGER; N W HAMPSON WATERLOO BRIDGE TEMPORARY WORKS CONSTRUCTION DEVICES BRIDGES WELDING STEEL CONCRETE TIMBER FRAMING JOINTS WATERLOO BRIDGE THAMES LONDON...

... across a three-span Baileybridgeover the river Po, withthe 150-foot spans sagging underthe load and returning to straight as it rolled by. Nearly all the equipment which passed over that bridge-the equipment which had won the ltalian campaign and was to win the German and Far Eastern campaigns-waswelded...

.... Mr.R.D.Gwyther observed that he welcomed the Paper particularly because it dealt with the preparatory work, which in contract documents wouldbe described as temporary work . Considerable care and thought had been given to that work, which had required as much design as the bridges themselves. One of the chief...

... was submitted for discussion and, on the motion of the Chairman, thethanks of the Division were accorded tothe Authors. Works Paper No. 4. The Construction of the King Feisal Bridge and the King Ghazi Bridge over the River Tigris at Baghdad. By ALEXANDER EDWARREDID, B.Sc., and FREDERIWCIKLLIAM SULLYM, M.1.C.E...

...N DAVEY; A BAILEY; A F SMITH; L TURNER; F M FULLER; W L SCOTT; T P O SULLIVAN; F J SAMUELY; A T BEST; E GRANTER; D F ORCHARD; M F BARBEY; K HAJNAL KONYI; J S HENZELL; G G MEYERHOF © Thomas Telford and ICE 1945 DESIGN SMALL BRIDGES MODERN ROADS SURVEYS SOILS LININGS CONCRETE...