... CLASSIFICATION PARTICLES SIZE DISTRIBUTION PERMEABILITY TRIAXIAL SELF CEMENTATION TRIALS CBR CALIFORNIA BEARING RATIOS STABILITY AGGREGATES UNBOUND GRANULAR FERRYBRIDGE B UK Proc. Instn Ciu. Engrs, Part 1, 1991, 90, Oct., 993-1009 PAPER Furnace bottomash:its engineering properties...

... THEORY NON SHALLOW REVOLUTIONS LOADING BOUNDARIES CONDITIONS VARIABLES RATIOS BENDING COMPONENTS INFLUENCE EFFECTIVE INCREASES REDUCTION PARAMETRIC EFFECT CORRECTIVE ACTION DISTANCE GEOMETRY APPROXIMATION VALUE Proc. Instn Civ.Engrs, Part 2, 1991,91, Sept.,495-516 PAPER 9745...

...M M ALLAM; K S SUBBA RAO; B V V SUBRAMANYA; WINKLER FRAMES SOILS INTERACTION SPRINGS WINKLER SPRINGS MODELS SUPPORT LINEAR ELASTICITY FRAMED SOIL STRUCTURE ANALYSIS ELASTIC HALF SPACE CONTINUUM BEAMS FOUNDATIONS RELATIVE STIFFNESS RATIOS VARIATIONS INTERACTIVE OPEN PLANE...

... COMPONENTS EXPERIMENTS CONCRETE CYLINDERS SANDWICH PARAMETRIC STUDIES DESIGN REGULATIONS FORMULAE LENGTH DIAMETER RATIOS EFFECT RADIAL STRESS GROUTED BONDS SLIP TESTS PARAMETERS SAFETY BIAXIAL SPRINGS Proc. InstnCiu. Engrs, Part 2, 1991,91, Sept., 317-398...

...R ROYLES; A W HENDRY © Thomas Telford and ICE 1991 MODELS TESTS MASONRY ARCHES BRIDGES SPANS STRUCTURAL BEHAVIOUR EFFECT STRENGTH FILL SPANDRELS ACOUSTICS EMISSIONS TECHNIQUES METHODS RESPONSES APPLIED LOADS RISE RATIOS VAULTS SEMICIRCULAR DEFLECTION WINGS WALLS...

... tested under cyclic biaxial compressive loading is examined. The energy dissipated per cycle of loading/unloading is expressed as a dimensionless energy dissipation ratio, EDT, which is defined as the ratioof the energy dissipated to the total stored strain energy per cycle. Graphs of the EDT ratio...

... loading on thedeformation characteristics and ultimate load capacities of the slab/column connection. The parameters investigated were the column aspect ratio,the slab reinforcement percentage and the size of structural shearhead reinforcement. A method for predicting the ultimate lateral load capacity...

...M RAOOF SIMPLE FORMULAE SPIRAL STRANDS MULTI STRAND ROPES STEEL CABLES MODELS PARAMETRIC STUDIES DESIGN OFFICE APPLICATIONS FORMULATION AXIAL STIFFNESS ESTIMATES LOADS PERTURBATION MEAN RATIOS HYSTERESIS LATERAL CONTRACTION MULTILAYER CALCULATIONS ORTHOTROPIC THEORY...

...; the chloride/hydroxyl ion concentration ratio in the pore solution, used primarily by researchers. However, it is generally recognized that it is only the chloride ions in the pore solution (i.e.free chloride), ratherthanthetotal chloride, that contribute to thecorrosion of embedded steel. In viewof...

... CHARACTERISTICS ASPECT PROBLEMS DIFFERENTIAL LABORATORIES MODELLING TRANSPORT NUMERICAL STUDIES CIRCULATION IDEALISED RATIOS COEFFICIENTS EQUATIONS VELOCITY Proc. lnstn Cio. Enyrs, Part 2, 1990,89, Mar., 15-38 PAPER 9472 Some observations on nested modelling of flow and solute transport...

... AIRPORTS MUD AIRCRAFT CONSTRUCTION DRESSING ASPHALT BEHAVIOUR BEARING COMPACTION RUTTING PAVEMENTS AIRFIELDS RUNWAYS ISLANDS CBR RATIOS PLANT LAGOONS ROLLER COMPACTED COMPACTED TARAWA BONRIKI GRANTLEY ADAMS BARBADOS TUVALU ELLICE ISLANDS Proc. Instn Civ. Engrs, Part...

... RATIOS FORMULAE SPECIMENS DESIGN MANUFACTURE CALCULATIONS SUPPORTS EXPERIMENTS EQUATIONS COMPRESSION FAILURES MAGNITUDE Proc. Instn Ciu. Engrs, Part 2, 1989,87, Sept.,401414 PAPER 9450 STRUCTURAL ENGGRINOEUEPRING Ultimate shear testosf prestressed concrete I-beams GU YI KANG* ZHI ME1 WU* L1...

... that thelatter was 4000 MN. Could the Authors state thneet load used fortheir design? 52. Anothermethod of determining the settlement of foundations in weak rocks is to obtainthe deformation modulus from empirical ratios between the modulus and the unconfined compression strength of the intact rock, taking...

...YM CHIEW; BW MELVILLE NANYANG TECHNOLOGICAL INSTITUTE SINGAPOR AUCKLAND UNIVERSITY LOCAL SCOUR BRIDGES PIERS NON UNIFORM SEDIMENTS CYLINDRICAL COHESIONLESS EXPERIMENTS LIVE BED DYNAMICS EQUILIBRIUM RECIRCULATING FLUMES CONTINUOUS INPUT UPSTREAM HOLES RATIOS DIAMETER...

...KHM ALI; MM MENDIS © Thomas Telford and ICE 1989 LIVERPOOL UNIVERSITY EFFECT BENDS BEDS SUPERELEVATION FLOW RIGID OPEN CHANNELS RESEARCH HIGH RADIUS WIDTH RATIOS WATER DEPTH EFFLUENT TREATMENT WORKS PERIPHERAL VELOCITY DISTRIBUTION CONFIGURATION UNEVEN METHODS...

... HYDRAULICS FLOW CHAMBERS GEOMETRY MODELS MATHEMATICS EQUATIONS PARAMETERS RATIOS THROTTLE INFLOW HEIGHT WEIRS CREST LINEAR TAPERS BEDS SLOPES ROUGHNESS COEFFICIENTS WIDTH Proc. Instn Civ.Engrs, Part 2,1989,87, June, 175-193 PAPER 9376 WATERGERNOGUINP EERING Charts for the hydraulic...

...ED BOOTH; JW PAPPIN; JJB EVANS; CI ROBERTSON © Thomas Telford and ICE 1989 SIR WILLIAM HALCROW COMPUTERS ANALYSIS METHODS DESIGN EARTHQUAKES RESISTANT STRUCTURES AIDS AIDED CAD ROCKS FOUNDATIONS SOILS INTERACTION VALUE RATIOS SHEAR DEFORMATION BEAMS CANTILEVER...

... to the tensile cracking capacity of the concrete section, the reinforcement could not force the concrete to crack in a dispersed manner of fine crack widths. Such an approach required a reinforcement ratio of the order of 0.7%. The method appears to have been successful except where temperature gradient effects...

... of the results from four short reaches shows that the model parameters exhibit a sensible relationship with river discharge and, moreover, that they can be combined in a simple, non-dimensional ratio which remains essentially constant for each reach over the complete range of discharges encountered during...

...JA HARISON; MC GRANT; A NATAATMADJA; GR WOODMAN © Thomas Telford and ICE 1989 ROUGHTON MONASH UNIVERSITY AUSTRALIA PROPRTY SERVICES AGENCY CORRELATION CBR CALIFORNIA BEARING RATIOS DYNAMICS CONES PENETROMETERS STRENGTH MEASUREMENT SOILS LABORATORIES INSTRUMENTS IN SITU...