... Investigations. Fish Invest., Series 1, vol. 3 (1926), No. 1. The Paper is accompanied by one photograph and two diagrams, from which the half-tone page plate and the Figures in the text have been prepared. Discussion The Author, in presenting the Paper, referred to the first experiments madewith pressure...

...J GRAHAM; A SCOTT; E F PREECE; H A FACCI RECONSTRUCTION CULVERTS DESTRUCTION FLOODS RAILWAYS EMBANKMENTS SOILS STABILISATION PROPERTIES ELECTRO OSMOSIS DRAINAGE PRESSURE PUMPING RELIEF WATER CONSOLIDATION AYTON © Thomas Telford and ICE 1951 CORRESPONDENCEON...

... be avoidedwherever possible. If, therefore, themacadam type of construction were to be used, how did the Bir Ministrv decide on the thickness of pavementrequired for particular soil and traffic con- ditions ? Mr Skinner had stated that plate-bearing testcsould be made on the soil and the pressure determined...

... PLATES LOADING TESTS COMPACTION FILLING PRESSURE GROUTING WORKING NETHERLANDS HOLLAND DENMARK SWEDEN NORWAY FRANCE E © Thomas Telford and ICE 1950 THEINSTITUTION OF CIVIL ENGINEERS RAILWAYENGINEERINGDIVISION REMEDIALMEA.SURE8 FOR THE IMPROVEMENT OF RAILWAY TRACKFORMATIONS...

..., that vibration, ratherthan direct pressure on the clay, initiated dis- integration. He also thought that it was important to have an intermediate size of stone between the dust and thetrack ballast, in order to prevent a similar effect to that which occurred with large stones on clay ; under vibration of traffic...

...D A DAVIES METEOROLOGY AIRPORTS CONSTRUCTION DESIGN AIRFIELDS VISIBILITY FOG CLOUDS PRECIPITATION WEATHER WIND PRESSURE TEMPERATURE THE INSTITUTION OF CIVIL ENGINEERS. BIRPORTENGINEERING DIVISION MEETING. Tuesday, 16 November, 1948. Sir ARTHUR WHITAKER, K.C.B., M.Eng., M.I.C.E...

.... Besides excluding water from the surrounding ground, the compressed air also stabilized the ground while the concrete filling was being placed and prevented the exterior pressures from blowing up the bottom. Rotary compressorsoccupied little space-a veryimportant con- sideration in the sinking...

... for frictional subgrades . . . . . . . . . . 8 Shear strength of sands . . . . . . . . . . . . . . . 8 Bearing pressure of sands . . . . . . . . . . . . . . . 9 Development of new method of design . . . . . . .Effect of submergence .. .. .. . . . . . . . . . . . . . . 13 15 Laboratory technique for stabilized...

...A J SUTTON PIPPARD; A BAILEY; G P MANNING; G B GIFFORD HULL; A S GRUNSPAN; T P O SULLIVAN; A SCHWARCZ; W E J BUDGEN; T BEDFORD; W F J NEAL; G WILSON © Thomas Telford and ICE 1946 BUILDING RESEARCH STATION WIND PRESSURE ROOFS MATERIALS TRAMS OMNIBUSES SUCTION MONOLITHIC...

...E O WILLIAMS © Thomas Telford and ICE 1946 WIND BUILDINGS PRESSURE SUCTION TUNNELS TESTS SPEED ROOFS SHIELDING FLAT THE INSTITUTION OB CIVILENGINEERS. STRUCTURAL AND BUILDINGENGINEERINGDIVISION MEETING. Tuesday, 20 November 1945. MALCOLM GORDON JOHN McHAFPIE, M. Inst. C.E...

... STRUCTURES PRESSURE CLAYS SHRINKAGE FAILURES MOISTURE ELASTICITY CONCRETE RESULTS TO THE DESIGN OF SIMPLE FOUSDSTIONS. 27 may act, as a rigid box and spread the load over the wholeof t,he base, instead of only on the footing as intended ; in such cases the earliest signs of trouble will appear a t...

...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...

...G WILSON © Thomas Telford and ICE 1946 SOILS TESTS DESIGN FOUNDATIONS SAFETY MECHANICS FAILURES BLOCKS FOUNDATIONS STRIP SITE INVESTIGATION DESIGN FOOTINGS HYDROSTATICS PRESSURE TANKING CONSOLIDATION PILING FLOATING SOIL MECHANICS COHESION CLAYS STRENGTH...

...F M DU PLAT TAYLOR; FMDP TAYLOR; M NACHSHEN; J E G PALMER; A W SKEMPTON; C PEEL; A L BAKER; G C BLOFIELD © Thomas Telford and ICE 1945 SHEETPILING MARITIME WORKS WHARVES TIMBER SEA DEFENCES PIERS PROTECTION SUBWAYS EARTH PRESSURE CALCULATIONS WALLS CLAYS QUAYS SUSPENDED...

... 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...

... RAILWAY BUILDING RESEARCH STATION LE GRAND, SUTCL GAULT CLAY SOIL MECHANICS PROBLEMS RAILWAYS SLIPS CLAYS FAILURES SLOPES CUTTINGS SAFETY BANKS SHEAR RESISTANCE REMEDIAL MEASURES BALLAST PRESSURE PREVENTION TESTING APPARATUS DRAINS GROUNDWATER SAMPLES GAULT FISSURES...

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

...F S SNOW; W H WARD; C P TAYLOR; A H MOBERLY; E F HUMPHRIES; R B KIRWAN; D T LLOYD JONES BANK OF ENGLAND LONDON SHANGHAI UK CHINA © Thomas Telford and ICE 1944 PROBLEMS CONSTRUCTIONAL WORKS ROLLING MILLS PRESSURE MOVEMENT BUILDINGS UNDERPINNING FOUNDATIONS CRACKS...

... MAINTENANCE TENSION CRACKS DEFLECTION STRESS SURVEYS CONTROL CALCULATIONS PRESSURE AERODROMES RUNWAYS BEARING UK THEINSTITUTION OF CIVIL ENGINEERS. ROAD ENGINEERINGDIVISION. THE CONSTRUCTION OF PAVEMENTS ON A CLAY FOUNDATION SOIL, BY RUDOLPH GLOSSOY, B A.R.S.M., and HUGH QUINTIN GOLDER...

... INSULATION DISTRICT APPLIANCES PRESSURE DOMESTIC ELECTRIC GENERATION ENERGY POLLUTION ECONOMICS EGERTON ON THE PROVISION OF HEAT IN BUILDINGS. 23 important that the utilization of fuelshould be part of a co-ordinated scheme in which the -righttypes of coal are employed to the right extent...