... LABORATORIES APPARATUS INSTRUMENTATION LAYERS BEDS Proc. lnstn Ciu. Engrs, Part 2,1991, 91, Dec., 795-821 PAPER 9801 WATER BOARD Laminar motionof fluid mud K. H. M. ALI, MEng, PhD* K. GEORGIADIS, BEng* The Papergives the results of an experimental investigation into the formation of fluid mud under...

...J FIGG; A E LONG; A JACK; G BALLARD; G MILLS; J H BUNGEY © Thomas Telford and ICE 1991 NON DESTRUCTIVE PARTIAL TESTS TESTING METHODS DEVELOPMENT SCANNING RADAR SYSTEMS PERMEABILITY PARTIALLY MATERIALS INTEGRITY DURABILITY MEASUREMENT CONCRETE MAPPING IMPULSES APPARATUS...

... simple apparatus. The problem with current test methods, such as the triplet test, is that the masonry samples have to be loaded simultaneously in two directions and this hasrequired the use of specialized test apparatus. 3. In this Paper, a test procedure is proposed that does appear toallow values...

... INSTRUMENTATION PROGRAMS DOMES CONSTRUCTION EXTERNAL MODELS SKIN MEASUREMENT STRESS THIN THEORY JUNCTIONS MATERIALS SANDWICH SEABED HEMISPHERICAL APPARATUS ENDS CYLINDRICAL PRESSURE MILD MICROCONCRETE DISPLACEMENT SHELLS FAILURES ELASTIC EQUIPMENT DEEP TORISPHERICAL SOLUTIONS...

... ANCHORS CALIBRATION EFFECT APPARATUS AGGREGATES REINFORCED RELIABILITY CONTROL ACCURACY Proc. Instn Ciu. Engrs, Part 2, 1981, 71, June, 379-394 8442 Concrsetrtendgetthermination by pull-out tests on wedge-anchor bolts J. H. BUNGEY, MSC, DIC, MICE...

...PA MANTZ; RA BAGNOLD © Thomas Telford and ICE 1980 IMPERIAL COLLEGE LABORATORIES TRANSPORT SILT SEDIMENTS MINERALOGY CHEMISTRY SYSTEMS CHANNELS PREDICTION TESTS LOADS FLUMES COHESIONLESS WATER RESEARCH FLUIDS CONTROL FLOW CORRELATION APPARATUS THEORY BEDS...

... VELOCITY BREAK UP GROWTH PREDICTION UNDULATIONS AERODYNAMICS APPARATUS FLOW INTENSITY ENTRAINMENT JETS GEOMETRY LENGTH SURFACE LEVELS BOUNDARY LAYERS FORCES DIAMETER EXPERIMENTAL WATER Proc. Instn Ciu. Engrs, Part 2, 1980, 69, June, 425-445. 8331 Effect of turbulence intensity...

...ALL BAKER; JM ALEXANDER; F DIBSI IMPERIAL COLLEGE CONCRETE STRESS CREEP DESIGN OPERATION RADIAL INTERNAL LONG TERM HIGH TESTS PRESSURE VALUE AXIAL HOT TRIAXIAL TEMPERATURE APPARATUS CELLS CORRECTIONS SHEAR SPOTS h o c . Instn Ciu. Engrs, Part 2, 1979, 61, June, 537...

... the stiffness of a fully cracked shell. Test apparatus and specimens 23. When the project was started' it was intended that a series of horizontal beamsshould be tested as shown in Fig. 3. Eachbeamwasapproximately 1.8 m long, of 50 mm square cross-section and had a single 6 mm reinforcing bar through the centre...

... the effects of the wave-maker motion influence the characteristics 821 KEATING AND WEBBER of the generated waves, is of the order of three times the still water depth. This is also in agreement with the predictions of the wave-maker theory. Experimental apparatus 14. The experiments were carried out...

... describing air entrainment was evolved.21 Experimental apparatus 13. The experimental apparatus is shown in Fig. 6 and includes a large tank approximately 5.0 mlong, 2.0 mdeep and 1.5 wide, providing an adequate reservoir area for the model siphons. Water enters the rear of the tank; with the discharge...

... are given in Figs 2 and 3 and Tables 1 and 2. . Apparatus and measurements 10. The beams were each l d d e d withpointloads as indicated in Fig. 3. CBlO and CBI 1 each hada single central point load(Fig. 4) and CB12 had four loads at approximately the third points(Fig. 5). Thess arrangements havebeen shown...

...AW IRWIN; RW YOUNG © Thomas Telford and ICE 1976 HERIOT WATT UNIVERSITY TESTS MODELS BUILDINGS APPARATUS ELASTOPLASTIC VIBRATIONS RIGS BENDING LOADS METHODS STRAIN REINFORCED SHEAR FABRICATION STATIC PROCEDURE VALUE ELASTIC TORSION DEFORMATION PROPERTIES CYCLIC...

...AG DAVIS; CS DUNN; CEBTP BIRMINGHAM UNIVERSITY CEBTP THEORY VIBRATIONS METHODS RESPONSES CONCRETE BEHAVIOUR EFFECT COMPUTERS MECHANICAL LENGTH GROUND CORRELATION DIAMETER SOFT BORED APPARATUS MEASUREMENT ELECTRICITY FOUNDATIONS WORKS LONDON CLAY TANKS FIELD TESTS...

...AP JEARY; CEGB DAMPING BEHAVIOUR MULTI FLUE FREQUENCIES MODES LOGARITHMS WIND APPARATUS POWER STATIONS MEASUREMENT LARGE LEVELS ENERGY EXCITATION ACCELEROMETERS METHODS DYNAMICS CHIMNEYS NATURAL BENDING DISSIPATION RESPONSES TESTS CONCRETE AUTOCORRELATION 7697 Damping...

...JA FOX; DA HENSON; P SUTCLIFFE © Thomas Telford and ICE 1971 WALES UNIVERSITY CARDIFF PREDICTION GENERATION TUNNELS MAGNITUDE TRAINS EQUIPMENT TRANSIENTS SINGLE APPARATUS 7365 DISCUSSION The prediction of the magnitudes of pressure transients generated by a train...

... DEFLECTION THICKNESS MAINTENANCE MACHINERY QUALITY SCRIM POLISH BENKELMAN DEFLECTOGRAPHS SKIDDING ROADS APPARATUS INSTRUMENTATION SURFACES PERFORMANCE ROADSTONES ASPHALT OVERLAYS RIDING 7377 DISCUSSION The assessment of maintenance needs for road pavements R. S. MILLARD & N. W. LISTER M...

... BEHAVIOUR LATERAL INFILLED CONNECTORS FABRICATED FABRICATION PREDICTION COMPOSITE WINDOWS LOADS APPARATUS FAILURES 7371 Effect of openings on the lateral stiffness of infilled frames v.D. MALLICK, ME(Struct). PhD' R. P. GARG, MTech(Struct)t The work presented here deals with the effect...

...RS MILLARD; NW LISTER; RRL; MARSHALL © Thomas Telford and ICE 1971 ROAD RESEARCH LABORATORY MINISTRY OF TRANSPORT RRL ASSESSMENT PAVEMENTS STRENGTH QUALITY SURFACES SYSTEMS QUANTITATIVE LOADS FLEXIBLE BUMPS SCRIM MAINTENANCE APPARATUS EVALUATION RESISTANCE SURFACING...

... force measurement is reduced, by means of electric strain-gauges, to one of stress in a pin-jointed frame of rigid bars. Principal arrangement of the model apparatus 16. The entiremodel is made of a rectangular bin of the following dimen- sions: 2.0 m in width, 3.0 m in depth, 1.10 m in height...