...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...

...B H KNIGHT; J A SKINNER; L J COLYER; A GOODE; R L MITCHELL; F M MELLINGER CHANGI © Thomas Telford and ICE 1951 RIGID FLEXIBLE PAVEMENTS ENGINEERING TESTING RUNWAYS FOUNDATIONS FACTORS ASSESSMENT METHODS UNDERCARRIAGES LOADS CLASSIFICATION SURFACING SLABS CONCRETE...

...., 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...

...J N MCFEETERS; E COURTHOPE; A P LAMBERT; W P ANDREWS; F N SPARKES; B SCRUBY; T P O SULLIVAN; C E FOSTER; D H LITTLE; W R RANGELEY MACHINERY AIRFIELDS CULVERTS ROADS RUNWAYS TESTS AGGREGATES CONCRETE MACHINES CONSTRUCTION WATER CEMENT RATIOS SLABS SOILS COMPACTION LOADS...

..., 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...

.... No " buckling " had been experienced, although slight " breathing " had been noticed. I n 1939 the full-fusion processwas used to weld rails in track into longer lengths, on a main line carrying an average daily gross tonnage of about 10,000 tons, wheel loads up to 12 tons, and express trains a t from 60...

...H Q GOLDER RUNWAYS THICKNESS METHODS CARRIAGES DESIGN PROPERTIES SUBGRADE SOILS STANDARDS LOADS SOILS CBR RATIOS CLAYS SHEAR STRENGTH SAND BEARING PRESSURE SUBMERGENCE TESTS TIRES TYRES PRESSURE FRICTION BIBLIOGRAPHY STANDARDS AIRPORTS FOUNDATIONS CALIFORNIA ©...

... were accorded to the Author. Airport Paper No. 2. " Concrete Runways" By JAMES NOEL McFEETERs, M.Sc., M.LC.E. TABLE OF CONTENTS. PAGE ':Jl1troduction . 4 Elastic theory of subgrade reaction 5 ;Experimental confirmation of Westergaard's theory 7 Failure of concrete slabs under load 9 Failure of concrete...

... of the Chairman, the thankosf the Division were accorded to theAuthors. Structural Paper No. 14. Shop and Site Welding. By A. RAMSAYMOON, B.A., B.C.E. TABIX O F CONTENTS. Introduction .. . .. . .. . . . . . . . .PAGE S .Design of welded joints . . . . . . . . . . . . . . . . Load-carryingcapacity of rigid...

... THICKNESS FLEXIBLE CBR RATIOS SUBGRADE LOADS BEARING PROPERTIES SOILS COMPACTION DRAINAGE PAVEMENTS AGRICULTURE LIGHTING TRACK DUCTS PITS BIBLIOGRAPHY TESTS CALIFORNIA THE INSTITUTION OF CIVIL ENGINEERS. AIRPORTENGINEERINGDIVISION Tuesday. 2 April. 1946. .MEETING MALCOLM GORDON JOHN...

... OFFICES DESIGN STATICALLY INDETERMINATE STRUCTURAL STRUCTURES BUILDINGS FRAMED ANALYSIS SHRINKAGE MOMENTS DISTRIBUTION SLOPES DEFLECTION HARDY CROSS CALCULATIONS INERTIA RIGID FRAMES CONTINUOUS BEAMS STEEL STRESS STANCHIONS LOADS PLASTIC YIELD STEELWORK CONCRETE REINFORCED...

...F G THOMAS © Thomas Telford and ICE 1944 BUILDING RESEARCH STATION ROAD RESEARCH LABORATORY BRS RRL EXPERIMENTS CONCRETE SLEEPERS RAILWAYS CHAIRS MEASUREMENT DISTRIBUTION PRESSURE THRUST BENDING MOMENTS VERTICAL MOVEMENT DESIGN GAUGES MECHANICAL LOADS MEASUREMENT...

...W C ANDREWS; S PACKSHAW; F M G DU PLAT TAYLOR; F W DAVENPORT; J G ARTHUR; S WOOLLEY; E N HORTON; A S GRUNSPAN © Thomas Telford and ICE 1944 RIVERS WALLS JETTIES ANCILLARY BUILDINGS LOADS PILES CANALS ANCHORAGES FAILURES TIMBER LARSSEN PILING PRECAST DECKING DOCKS...

...-thod . . . . . . . . . . .. .. .. .. .. .. .. 13 13 INTRODUCTION. EXPERIMENTAmLethods for investigating the stresses set up in structures under load can be divided into two main classes :- (l)Direct method, in which a model is supported in the same way as the original structure and then loaded so...

... TRACK LOADS CHAIRS PRESSURE DISTRIBUTION PRESTRESSED TENSILE TESTS BENDING CRACKS LENGTH STRAIN GAUGES APPARATUS CHEDDINGTON CALCUTTA UK INDIA 42 DISCUSSION ON EXPERIMENTS ON Discussion. The Chairman said he did not think it was necessary for him to stress the value...

... the engine number, composition, and approximate speed were noted, the design wheel loads and hammer-blows being ascertained later. Train speed.-The range of traffic to which the strain records on the five types of concrete sleeper relate is indicated by Table 11. For the most part the traffic passed a t high...

... Soilsampling and testing . . . . . . . . . . . . . . . . 35 Groundwater . . . . . . . . . . . . . . . . . . 37 Loading tests . . . . . . . . . . . . . . . . . . 37 Foundation failures . . . . . . . . . . . . . . . . . . 43 Settlement of structures . . . . . . . . . . . . . . . 43 Retaining walls...

... VIBRATIONS JACKS ARCHES SLABS RATIOS RAILWAYS HIGH TENSILE STEEL LOADS PEDESTRIANS ECONOMICS LONDON UK 26 PAIN AND UPSTONE ON SOME CONSTDERATIONS AFFECTING order to eliminate the possibility of synchronism when the span is loaded by marching men or horses. This condition imposes...

...J F PAIN; T J UPSTONE © Thomas Telford and ICE 1943 HIGHWAYS BRIDGES GIRDERS DEPTH DEFLECTION RAILS LOADS TRAFFIC ECONOMICS PRACTICAL STANDARDS RAILWAYS WEIGHT SPANS RATIOS DECKS SLABS FRAMES COSTS THE INSTITUTION OF CIVIL ENGINEERS. ROAD ENGINEERINGDIVISIONJOINT...

... inches for a 2-foot breadth, so that the ratio was 1:4, but, in fact, the economy in steelwasstillgreater,becausereinforcedconcreterequiredfar more secondareyinforcement than pre-stressecdoncretTe.hlieve-load moment, which he had checked with Table I of British Standard Specifica- tion No. 153, proved...