... bearing ratio (CBRr)esults for laboratory samples of FBA (each compacted by a vibratory hammer to a density chosen to allow investigation of density affects) are presented in Table1. The difference in result on accouonft low density (samples4 and 5 ) is marked (Fig. 3).Varying the moisture content...

... SPACE CONTINUUM BEAMS FOUNDATIONS RELATIVE STIFFNESS RATIOS VARIATIONS INTERACTIVE OPEN PLANE SYMMETRIC TWO BAY TWO STOREY REINFORCED CEMENT CONCRETE FOOTINGS SUPERSTRUCTURES FLOORS MOMENTS HOGGING PARAMETRIC STUDIES STRIP REPRESENTATION Proc. Instn Ciu. Engrs, Part 2, 1991,91...

... 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...

... LOADS CLOSED FORM EXPRESSIONS 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...

...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...

...S N SINHA; K S NARAINE © Thomas Telford and ICE 1991 INDIAN INSTITUTE OF TECHNOLOGY ENERGY DISSIPATION BRICKS MASONRY CHARACTERISTICS TESTS CYCLIC BIAXIAL COMPRESSIVE LOADING CYCLES UNLOADING DIMENSIONLESS RATIOS STRAIN ENVELOPES GRAPHS PLASTIC LOADS BEHAVIOUR...

... for the more novel problem of multi-strand rope axial stiffness estimation, which varies as a function of axial load perturbation/mean ratio. The match between axial stiffness predictions on a 40mm 0.d. ropeand available experimentadlata is encouraging. Numerical results for some realistic cable constructions...

... CONTROL BOUNDARIES CONDITIONS SIMULATION PROTOTYPES INFLUENCE DEFORMATION CHARACTERISTICS CAPACITY CONNECTIONS ASPECT RATIOS REINFORCEMENT SIZE STRUCTURAL METHODS SHEARHEADS SHEAR HEADS FAILURES PREDICTION FLOORS WALLS SELECTION PATTERNS DEFLECTION RESPONSES RESEARCH Proc...

... TOTAL FREE WATER SOLUBLE RATIOS HYDROXYL Proc. Instn Civ. Engrs, Part 1, 1990, 88, Oct., 875-888 9592 STRUCTGURROAULPENGINEERING Problem of predicting riskof corrosionof steel in chloride contaminated concrete C. ARYA, BSdEng), PhD, DIC* J. B. NEWMAN, BSdEng), ACGI, PhD, DIC, MICT, MIStruct E t...

... 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...

... 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...

..., MEng* The research work presented in this Technical Note was carried out in rigid open channel bends of high radius to width ratios and with water depths comparable to the widths of the bends. Open channels with bends of these dimensions and water depths are often encountered at effluent treatment...

...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...

... UPSTREAM HOLES RATIOS DIAMETER ARMOURING DEPTH UNIFORM HIGH VELOCITY GRADATION GRADING STUDIES EQUIPMENT Proc. Instn Ciu. Engrs, Part 2,1989,87,June, 215-224 PAPER 9409 WATERGERNOGUINP EERING Local scour at bridge piers with non-uniform sediments Local scour around cylindrical bridge piers...

... 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...

...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...

...BP HUGHES; AT MAHMOOD; J SPRINGFIELD © Thomas Telford and ICE 1989 CARRUTHERS & WALLACE TORONTO EARLY THERMAL CRACKING ENDS RESTRAINED THICK REINFORCED CONCRETE MEMBERS CRACKS WIDTH CONTROL TENSILE YIELD CAPACITY REINFORCEMENT FINE RATIOS CREEP SLABS EFFECTIVE...

... 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...