...A G ALLNUTT; J O LAKE; J S L VINCENT © Thomas Telford and ICE 1951 PILES DRIVING ENERGY DISTRIBUTION RESISTANCE REINFORCED CONCRETE PILES BEARING CAPACITY CORRESPONDENCEONPILEDRIVING IN DIFFICULTCONDITIONS 33 WORKS CONSTRUCTION DIVISION Discussion on Pile Driving...

...., M.I.C.E. SYNOPSIS The Paper opens with a brief historical note, and proceeds to deal with present and probable future loads on runwayTsh.e problemof tractive resistance of different types of surfacing is mentioned, present and probable future tirepressures are touched upon, and traffic distribution...

...S PACKSHAW © Thomas Telford and ICE 1951 PILES DRIVING PILING GROUND HAMMERS ENERGY DISTRIBUTION PRECAST REINFORCED CONCRETE PACKING WATER JETTING EQUIPMENT DOLLIES THE INSTITUTION OF CIVIL ENGINEERS ~ WORKS CONSTRUCTION DIVISION DISCUSSION ON PILE DRIVING IN DIFFICULT...

... DISTRIBUTION LIGHTING POWER SUPPLY NOISE REDUCTION EQUIPMENT ESCALATORS TRAINS ILFORD LONDON UK THEINSTITUTION OF CIVIL ENGINEERS RAILWAY ENGINEERING DIVISION "THE EQUIPMENT OF THE ILFORD TUBE" BY ERIC WILLIAM CUTHBERT, M.Sc.(Eng A.M.I.C.E. LONDON: IBubIisfJrbbg Qhe fnstitution of &ibiI...

... analysis showed that that factor was actually determined by the shapes and locations of the two distributions which together formed the observed total, and also by the relative proportions of the traffic in each. In practice, if irregularities in the distribution were neglected, that factor might vary...

... a tolerance of 10 per cent. The operatorhad seemed satisfied with his average of 4.2 squareyardsper gallon, but Fig. 35 indicates that the results were not satisfactory. The distribution depended on the free head of liquid in the boiler ; when the boiler was full the liquid came out quickly and gave a thick...

...J A BENNETT; C C BUCKLER; O DAWSON; C F GRUNDY POWER STATIONS DAMS HARBOURS WORKS CONSTRUCTION TUNNELS LAYOUT SITES CONTRACTORS PLANT COFFERDAMS CAMPS STAFF SHORES RIVERS ELECTRICAL CONTRACTORS DISTRIBUTION POWER SERVICES SHAFTS SUPPLY AGGREGATES CONCRETE ACCESS...

... by miscellaneous traffic arriving in small lots from all parts of the country for distribution among the thousands of trading premises, shops, and private houses in Birmingham ; and in the reverse direction, by the collection of miscellaneous traffic from the Birmingham traders and the general public, varying...

...A DEAN; C E DUNTON; T H SEATON; M G R SMITH; W H BEST; K BRINSMEAD; E L TRIFFITT; E J MATHESON; N S COX; H E ROBARTS RECOVERY REPAIRS DISTRIBUTION PERMANENT WAY MATERIALS RAILWAYS DEPOTS STORES RECLAMATION BUILDINGS SHORTAGES DERRICKS CENTRALISATION SLEEPERS HANDLING...

...J RATTER © Thomas Telford and ICE 1947 RECOVERY REPAIRS DISTRIBUTION PERMANENT WAY MATERIALS METHODS GRADING DEPOTS DESIGN SLEEPERS CHAIRS FISHPLATES FISHBOLTS STORES CENTRALISATION COSTS DARLINGTON UK THEINSTITUTION OF CIVILENGINEERS...

...W STANIER © Thomas Telford and ICE 1946 LONDON PASSENGER TRANSPORT BOARD RAILWAYS ROLLING STOCK SUBURBAN VEHICLES AIR CONDITIONING SPRINGS MATERIALS WAGONS WEIGHT COACHES DESIGN CLEANSING FREIGHT DISTRIBUTION THE INSTITUTION OF CIVIL ENGINEERS. RAILWAY...

... RAILWAY LONDON, MIDLAND & SCOTTISH RAI EXPERIMENTS CONCRETE SLEEPERS RAILWAYS STRESS RAILS BALLAST PACKING MAINTENANCE REINFORCED WEIGHT TRACK LOADS CHAIRS PRESSURE DISTRIBUTION PRESTRESSED TENSILE TESTS BENDING CRACKS LENGTH STRAIN GAUGES APPARATUS CHEDDINGTON...

...L CHITTY © Thomas Telford and ICE 1944 MODERN EXPERIMENTAL METHODS DESIGN STATICALLY INDETERMINATE STRUCTURES MODELS CONTINUOUS BEAMS COUPLES TECHNIQUES STRESS INVESTIGATIONS STRUCTURES TWO DIMENSIONAL THEORY LOADS DISTRIBUTION THE INSTITUTION OF CIVIL ENGINEERS...

... .Distribution of pressure under sleeper. .. . .. . .. . .. . .. . .. . .. .. .. .. .. 22 24 28 Side thrusts . . . . . . . . . . . . . . . . . . . 32 Bending moments in sleepers . . . . . . . . . . . . . . . 34 Vertical movements of sleepers . . . . . . . . . . . . . . 35 . . . . . . . .Application of results...

... distribution,characteristic points, and graphical or semi-graphical methods he didnot use a t all. That was an entirely personal view, and he did not suggest that it was correct. A friend was very fond of using characteristic points, and hadfound them.most usefu;l but toMr. Manning they were of no use at all...

... was not their chief concern. He mentioned that because he thought it was well that the Author should realize that the prime cost was not always the main factor. The Author s suggestion that telephone exchanges were always sited in thecentre of an area,with more or less equal distribution might be true of the middle...

... REGULATIONS BEAMS OFFICES MOMENTS DISTRIBUTION THEINSTITUTION OF CIVIL ENGINEERS. STRUCTURAL AND BUILDING ENGINEERING DIVISION. MODERN COMPUTATION METHODS AND OFFICE PRACTICE ITNHE DESIGN OF STATICALLY INDETERMINATE STRUCTURES, BY WILLIAM EDWARD JAMES BUDGEN, B (EngM. Inst. C.E. . - - - . ~ S...

... DISTRIBUTION LOADS STRESS TRESTLES ARCHES SLEEPERS AGGREGATES PRE-CAST CONCRETE FOR RAILWAY PURPOSES. 23 application of the methods which have been outlined. I n this connexion there is alsothe possibility of a considerable developmentby theuse of pre- stressedconcrete,which would enable units...

...F E CAMPION © Thomas Telford and ICE 1942 THE SOUTHERN RAILWAY EXPERIMENTS STANDARDS BULL HEAD TRACK RAILS RAILWAYS LONGITUDINAL MOVEMENT JOINTS LENGTH DISTORTION HIGH TEMPERATURE RELAYING MEASUREMENT INVESTIGATIONS READINGS DISTRIBUTION HILDENBOROUGH UK...