...W T MARSHALL; C N HOO © Thomas Telford and ICE 1951 EXPERIMENTAL INVESTIGATIONS STRESS ANGLES BRACKETS EXPERIMENTS BOLTS MEASUREMENT STRAIN GAUGES APPARATUS INSTRUMENTATION PHOTOELASTIC METHODS TECHNIQUES FROZEN PLATES T SECTIONS SECTIONS DISTRIBUTION BENDING MOMENTS...

...W T MARSHALL; C N HOO; A J FRANCIS 588 CORRESPONDENCEON AN EXPERIMENTAL INVESTIGATION CORRESPONDENCE ON PAPERSPUBLISHED IN DECEMBER 1951 JOURNAL Paper No. 5824 " An Experimental Investigation of the Stresses in Angle Brackets " t by Professor WILLIAM THOMAS MARSHPAhL.DL., B.Sc.(Eng A.M.I.C.E...

...R H EVANS © Thomas Telford and ICE 1942 RATES LOADING MECHANICAL PROPERTIES MATERIALS EXPERIMENTAL APPARATUS CRUSHING STRENGTH CONCRETE TESTING MACHINES TENSILE 296 EVANS ON EFFECT 0% RATE Ofl LOADINOGN THE so that the factorof safety of the bank would be 1 __ = 1.6...

... PRACTICE RAILWAYS STANDARDISATION MAINTENANCE SLEEPERS RAILS EXPANSION WELDING TRACK LENGTH EXPERIMENTAL ALIGNMENT WOOD BOLTED CHAIRS GAUGES CURVES SPREADING USA UK PRACTICE ON THE L.M.S. RAILWAY. 139 Many other points connected with tests and practice could be touched on if time...

...N DAVEY SURFACE FINISHING CONCRETE STRUCTURES EXPERIMENTAL INVESTIGATIONS SURVEYS CONTROL MIX DESIGN FORMWORK METHODS PLACING CONSTRUCTION JOINTS FINISHES AGGREGATES COLOURS COVERING ARCHITECTURE WEATHERING MACHINERY ARTIFICIAL GRANITE MARBLE DESIGN PLACING LININGS...

...J ALLEN WHITWORTH ENGINEERING LABORATORIES MANCHESTER UNIVERSITY INVESTIGATIONS STABILITY STREAMS WATER EXPERIMENTAL MOVEMENT SAND TIDAL ESTUARIES MODELS BEDS MATERIALS SIZE WEIGHT CURRENTS VELOCITY EMBANKMENTS TESTS FLEXIBLE BOLSTERS AGGREGATES STONE SAND ©...

... 4.69 4.25 In Table 111, & ton has been subtracted for the dead-load bending- moment, but no correction has beenmade for shrinkage. Theshrinkage of concrete varieswith the size and shape of the test-specimen, 328 EVANS ROENLATMIVEERITS OF WIRE AND 80 that the experimental shrinkage-coefficient of 0.04...

... discussion.) 1 INTRODUCTION. THEbehaviour of a voussoir arch underconcentratedlive, load and a distribution of dead loads to represent a horizontalfilling has already been describedz. The experimental work has now been extended to determine the effect of repeatedly applying and removing the live load...

...J ALLEN; J L MATHESON; P C DEWHURST © Thomas Telford and ICE 1941 RIVER GREAT OUSE CATCHMENT BOARD EXPERIMENTAL INVESTIGATIONS PROPAGATION TIDES CHANNELS CONVERGENT PARALLEL FENS BRISTOL CHANNEL FENS THE WASH UK 446 CORRESPONDENCE ON GRAPHICAL SOLUTION...

... to the direction of motion of the tire. Complete information about the stresses imposed by a tire can thus be obtained by measuring three quantities a t all points over the surface of contact of the tire. EXPERIMENTAMLETHODS. Previous Work.-Previous experimental work has beenconfined to measurements...

...J ALLEN; J L MATHESON EXPERIMENTAL INVESTIGATIONS PROPAGATION TIDES PARALLEL CONVERGENT CHANNELS APPARATUS EXPERIMENTS INSTRUMENTATION ACCURACY MEASUREMENT PRELIMINARY TESTS MODELS TIDAL © Thomas Telford and ICE 1940 ALLEN AND MATHESONON EXPERIMENTAL INVESTIGATIONOF TIDES...

...W WALTON; T D KEY; W CLIFFORD; A RAMSAY; J R ROBERTS; R C S WALTERS; B WHITTERON © Thomas Telford and ICE 1940 APPLICATIONS EXPERIMENTAL METHODS DESIGN CLARIFIERS WATERWORKS CLARIFICATION TANKS SETTLEMENT TREATMENT WATER SETTLING BASINS MODELS CORRESPONDENCE...

... ECONOMICS METHANE ELECTRICITY SLUDGE USE FERTILISERS METHODS AERATION MECHANICAL SURFACE SIMPLEX DIGESTION SEDIMENTATION TANKS SEWERS FLOW PROBLEMS EFFLUENT SEWERAGE DRYING BEDS EXPERIMENTAL FARMS DELHI KILOKRI INDIA ASIA DISCUSSION ON THSEEWAGE-DISPOSAL OF DELHI. 185...

... ROTATION COUPLES EXPERIMENTAL VERIFICATION THEORY TESTS DOUBLE CURVATURE UK UNITED STATES USA INQLIS ON THE CRIPPLINQ LOAB OF A STRUT. 205 BRITISH-AMERICAN ENGINEERING CONGRESS, 1939. The followingPaper was to have been presented a t the British-American Engineering Congress a t New York...

...R WALTON; T D KEY © Thomas Telford and ICE 1939 ALEXANDRIA WATER COMPANY APPLICATIONS EXPERIMENTAL METHODS DESIGN CLARIFIERS WATERWORKS WORKS MODELS WATER PURIFICATION POLLUTION COLLOIDS TREATMENT COUNTRIES DEVELOPING FLOW TANKS EXPERIMENTS SIOUF ALEXANDRIA...

...A J S PIPPARD; R J ASHBY; R V SOUTHWELL © Thomas Telford and ICE 1939 EXPERIMENTAL STUDIES VOUSSOIRS ARCHES EXPERIMENTS JOINTS CORRESPONDENCE ON STUDY OF THE VOUSSOIR ARCH. 371 Paper No. 5177. An Experimental Study of the Voussoir Arch. t By Professor ALFREDJOHSNUTTOPNIPPARDM...

... REGIONS MIXING MECHANICAL VISCOUS WALLS SURFACES EXPONENTIAL FORMULAE EXPERIMENTAL COMMERCIAL LEAD BRASS CONCRETE DETERIORATION WATER MAINS COLEBROOKONTURBULENT FLOW IN PIPES. 133 Paper No. 5204. Turbulent Flow in Pipes, withparticular reference to the Transition Region between...

...A J S PIPPARD; R J ASHBY PIPPARD AND ASHBY ON STUDY OF THE VOUSSOIR ARCH. 383 Paper No. 5177. An Experimental Study of the Voussoir Arch. By Professor ALFREDJOHSNUTTOWPIPPARDM,.B.E., D.Sc., M. Inst. C.E., and RONALJDOSEPAHSHBY, M.Sc. (Eng Stud. Inst. C.E. (Ordered by the Coum l to be published...

...A H GIBSON; H ADDISON; R F HINDMARSH; G A MAUNSELL © Thomas Telford and ICE 1938 EXPERIMENTAL INVESTIGATIONS EFFECT BRIDGES PIERS OBSTRUCTIONS TIDAL LEVELS ESTUARIES MODELS TIDES MODELLING REMEDIAL MEASURES AT EILDON RESERVOIR, AUSTRALIA. 495 TABLEXX. . . . .WVoaitde-rr...

... © Thomas Telford and ICE 1938 INSTITUTION RESEARCH COMMITTEE JOINT SUBCOMITTEE ON PILE DRIVING PACKING MATERIALS PILES DRIVING RESEARCH EXPERIMENTAL HYDRAULIC HELMETS MODELS DESIGN CONSTRUCTION TESTS PEAK STRESS INDICATORS INSTRUMENTS MEASUREMENT INSTRUMENTATION...