... diameter, thedeflexion of the pavementor soil under loadbeing measured by suitably positioned micrometer dial gauges. Three main typesof construction are dealwt ith, namely, rigid pavements consisting of plain concrete slabs, semi-rigid pavements consistionfgconcrete slabs surfaced with 2-3 inches...

... on a rigid base. Some results of these tests are shownin Fig. 20, Plate 2, wherein the considerable effect of temperature on strength is well demonstrated-in fact, to such a degree that it might be accepted as sufficient for qualifying the strength assessment of such runways by a factor which takes...

...B H KNIGHT THE INSTITUTION OF CIVIL ENGINEERS AIRPORTENGINEERINGDIVISION ENGINEERING FACTORS INFLUENCING THE ADOPTION OF RIGID AND FLEXIBLE PAVEMENTS" BY BERNARDHOWARD KNIGHT, DSc., Ph.D., M.I.C.E. ''TESTING RUNWAY FOUNDATIONS AND PAVEMENTS " BY JAMES ASTON SKINNER, B.Sc.(Eng M.I.C.E. Session 1950...

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

...A R MOON; BS 449; BS 1071; BS 538 © Thomas Telford and ICE 1946 BRITISH WELDING RESEARCH ASSOCIATION DESIGN WELDED JOINTS RIGID FRAMES STRUCTURES LOADS ELECTRODES TECHNIQUES SUPERVISION COSTS INSPECTION BIBLIOGRAPHY WELDING METALLURGY REPAIRS BRIDGES SHOPS SITES...

...J K FISHER; A GOODE; C E DOCKER PROBLEMS DESIGN CONSTRUCTION LARGE AIRFIELDS AIRPORTS LENGTH WEIGHT AIRCRAFT RUNWAYS TIRES TYRES PRESSURE ALTITUDE ORIENTATION GRADIENTS BUILDINGS RESTRICTIONS LOCATION SITES GEOLOGY TOPOGRAPHY METEOROLOGY GEOGRAPHY RIGID DESIGN STRENGTH...

...GOODE; A S MACLAREN; J A DAWSON; C E LOVERIDGE; J N MCFEETERS; A G GUULAN; T P O SULLIVAN; F R MARTIN; R L MITCHELL; J M WATSON; H M WESTERGAARD © Thomas Telford and ICE 1946 PROVISIONAL INTERN. CIVIL AVIATION ORGAN PROBLEMS DESIGN CONSTRUCTION LARGE AIRFIELDS AIRPORTS RIGID...

... AIRCRAFT COMPANY ROAD RESEARCH LABORATORY AIRPORTS CONCRETE RUNWAYS TESTS BUILDING MEASUREMENT STRESS DESIGN THEORY RIGID COSTS SUBGRADE IMPROVEMENT SLABS ROADS FATIGUE PAVING FAILURES TEMPERATURE FLEXIBLE PAVEMENTS PRESTRESSED REINFORCED PRC MOISTURE DOWELS RlCFEETERS...

... of connexion, which he had expected to be quite rigid, considerable relief was afforded to thestanchion moments; and hebelieved that othershadalsonoticed a similar effect. Such relief, by &itable design, might make for economy in the stanchions in certaincases. Where fairly rigid connexions were designed...

... problem of designing frame buildings. With regard t o the Author s remark that an analysis deals with a perfect structure with perfect members obeying rigid laws, various people had given some thought to what happened when a structure had passed its elastic limits and ceased to behave in accordance...

... permanent sets caused by repeated loading for I S3HJNI : 3SV8 S n l d lN3W3hVd dO S S 3 N l 3 1 H l lV101 both rigid and flexible pavements. That behaviour partook of the nature of fatigue and depended upon the quantity and distributionof the traffic carried by thepavement. Under the conditionsof Porter's...