... whichinfluence the RailwayExecutive sbridge- renewal and design policy, and which prompt full consideration being givento theuse of pre-stressedconcrete construction, based on an assessment of certain advantages. Attention is drawn to uncertainties regarding the safety margin provided by alternative...

..., which 20 DISCUSSION ON THE DESIGN AND CONSTRUCTION were not shown on the drawing. It was probably fair to say that the equivalent of six slipways had been obtained for the price of three. He did not think that the Authors intended to say, as the wording in the Paper might be held to imply...

... SAFETY DESIGN SLABS STEEL PRECAST FATIGUE RHINEFIELD BRID 34 DISCUSSION ON PRE-STRESSED CONCRETE APPLIED TO THE Discussion The Author introduced the Paper with the aid of a series of lantern slides. Mr Conrad Gribble said that comparativesafetymarginsw, hich were dealt with inPart I1...

... A. M.Sims observed that it was interesting to compare, in Table 2, certain features of the design of the head of the British Railways 109-lb. rail with those of modern designs in America and India : Rail section I British Railways 1A1m5 erican 1A5m2 erican British standard Indian new 109 lb. lb. lb. 90 R 90...

...G P BRIDGES; V H ADAMS © Thomas Telford and ICE 1951 DESIGN CONSTRUCTION SILOS BUNKERS BULK STORAGE STEEL REINFORCED CONCRETE CORRESPONDENCE ON THE DESIGN AND CONSTRUCTION OF SILOS AND BUNKERS 19 STRUCTURAL AND BUILDINGENGINEERING DIVISION Structural and Building Paper No. 27...

... development.Details are given of the final scheme which was carried out. A description of the site is set out, with climatological and geological factors affecting general design and drainage. Construction is dealt with in three parts-earthworks, paving, and drainage. Types of soil encountered in theexcavations...

...L BROOK; F S SNOW; H H BROUGHTON; G P MANNING; I HEY; F G ETCHES; R H SQUIRE; A FRUCHTLANDER © Thomas Telford and ICE 1951 DESIGN CONSTRUCTION SILOS BUNKERS FOUNDATIONS MATERIALS TIMBER STEEL COSTS STORAGE CAPACITY FORMULAE VICTORIA DOCKS PUERTO NUEVO BUENOS AIRES...

...C HEYES; C B COLLINS; D M SCOTT; J PALMER; J A DAWSON; D J WESTALL © Thomas Telford and ICE 1951 BUILDINGS AIR TRANSPORT MAINTENANCE AIRPORTS DESIGN LIGHTING HEATING TOWNS TERMINALS HANGARS FLOATING DOCKS 54 DISCUSSION ON BUILDINGS FOARIR TRANSPORT OPERATORS Discussion...

... of the culverts. 32 DISCUSSION ON THE CONSTRUCTION OF Originally they had been designed to give the minimum restriction to flow (owing to the level to which the ditches had had to be constructed in order to keep them as high as possible at the outfalls) but it had been later decided, in view of the heavy...

...G C GROVE; D H LITTLE THE INSTITUTION OF CIVIL ENGINEERS MARITIME AND WATERWAYS ENGINEERINGDIVISION THE DESIGN AND CONSTRUCTION OF SOME SLIPWAYS UP TO 1,200 TONS BY GEORGE COLIN GROVE, M.I.C.E., and DONALD HAMISH LITTLE, B.Sc.(Eng A.M.I.C.E. -Session 1950-51 c- LONDON: @ubIis$eb bp...

... consideration would ever be more than an academic exercise in the design of pavements. Dr Knight had referred to the provision of dummy joints t o divide runway slabs into squares of 10-foot sides. In Mr Sparkes's view the side of the square should be related to the thickness of the concrete and the thicker...

... underlying Westergaard s design method for the former being specially considered. Bay sizes in rigid pavements and the present position concerning joints in such pavements are dealt with, whilst such matters as the weathering of binders used in flexible pavements and the effect on them of oil spillage...

...G P BRIDGES © Thomas Telford and ICE 1951 DESIGN CONSTRUCTION SILOS BUNKERS STORAGE PLANT HANDLING EQUIPMENT COSTS MATERIALS METHODS SHAPE THE INSTITUTION OF CIVIL ENGINEERS STRUCTURAL AND BUILDING ENGINEERING DIVISION THEDESIGN AND CONSTRUCTION OF SILOS AND BUNKERS...

..., and the design was such t,hat the damage could be made good. It might be expected that it would not be very long before the structure became stable, and the causeways might, therefore, be described as an engineering success as well as amilitary one. In thecase of the Alderney breakwater, there seemed...

... FOUNDATIONS SURFACING DESIGN SURFACES IRREGULARITIES BITUMINOUS MECHANISATION TIME EMBANKMENTS MINISTRY OF TRANSPORT ROAD RESEARCH LABORATORY RRL © Thomas Telford and ICE 1950 6 FLOYD ON TTHREEND OF ROCAODNSTRUCTION SO far as the relation of the margin to the carriageway affects...

..., its inception,and its growth. It discusses thenecessityfor a reinforced-concreterunway and outlines the extremely stringent terms pf reference. It describes the soil investigation carried out, and shows the method of design together with a brief outline of the full-scale load-tests, undertaken...

...W S A ATKINS STEELWORKS PLANNING DESIGN CIVIL ENGINEERING REINFORCED CONCRETE STRUCTURAL WORKS EARTHWORKS DRAINAGE WATER SUPPLY RESERVOIRS PILING FURNACES MILLS FOUNDATIONS RAILS TRACK ELEVATED LIGHTING CLADDING BUILDINGS WELDS TESTING ULTRASONIC AGGREGATES SUPPLY...

...W J COZENS; J A GLEN © Thomas Telford and ICE 1950 GROUND HANDLING FACILITIES AIRPORTS LAYOUT RUNWAYS NAVIGATION LANDINGS AIDS TRAFFIC AIRCRAFT PASSENGERS TAXIS TOWING TRACKING ROTATING CREW MAINTENANCE DESIGN APRONS BAYS FUEL OIL WATER PROTECTION FIRES...

...E O MEASOR; J S TERRINGTON; R L MCIMOYLLE; I P HAIGH; J M LIDDELL; D H LITTLE; A C V ORRELL; P O WOLF PLANNING AND DESIGN 33 brought forward to interleave withthe civil engineering and building work, so that the main completion objective could be substantially achieved ; the contractors have...

...A H TOMS; W F BEATTY; A H CANTRELL; M F BARBER; M G R SMITH; A W SHELDON; N S COX; G D S ALLEY; R L MCILMOYLE; L W COX; L R WADDINGTON; H Q GOLDER © Thomas Telford and ICE 1950 REMEDIAL MEASURES IMPROVEMENT RAILWAYS TRACK INVESTIGATIONS DESIGN WORKING METHODS COSTS CEMENT...