...A V D BICA; C R I CLAYTON; I F SYMONS; R J MAIR; W POWRIE; B SIMPSON; M J GUNN Proc. lnstn Ciu. Engrs, Part 1, 1991, W,Feb., 209-229 9444ENDGGISRINCOEUUESNPRSDIONNG Limit equilibrium design methods for free embedded cantilever walls in granularmaterials A. V. D. Bica and C. R.I. Clayton Dr Clayton...

... 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...

...N RAJARATNAM; RL POWLEY HYDRAULIC JUMP FLOW TWO LAYER LABORATORIES LAYERS EXPERIMENTS CHANNELS HORIZONTAL FREE SUBMERGED SLOPING THEORY PREDICTION EQUATIONS VERTICAL LENGTH CHARACTERISTICS INTEGRAL MOMENTUM LONGITUDINAL BEDS INTERNAL RECTANGULAR STRATIFIED DENSIMETRIC...

...M RAOOF Proc. Instn Ciu.Engrs, Part 2,1989,87,Dec., 605-626 PAPER 9505 STRUCTURAL ENGGRINOEUEPRING Free bendingtests on large spiral strands M. RAOOF, PhD, DIC* Carefully conducted experimental studies of the free bending characteristics of substantial structural strands arereported. The match...

...AVD BICA; H BLUM; CRI CLAYTON; PW ROWE; H KREY; J BRINCH HANSEN Proc. Instn Ciu. Engrs, Part 1,1989,86, Oct., 879-898 9444 GROUP ENGINEERING GROUND Limit equilibrium design methods for free embedded cantilever walls in granular materials A. V. D. BICA, MSc* C. R.I. CLAYTON, MSc, PhD* This Paper...

... SPECIMENS INSTRUMENTATION HEATING PROCEDURE FREE CURVATURE LOCAL REINFORCEMENT RANGE SHIFT ACCURACY MODELS SECTIONS STIFFENING VALUE Proc. Instn Cio.Engrs, Part 2,1989,87, Sept., 41-28 PAPER 9453 STRUCTURAL ENGGRINOEUEPRING Effects of creep on cracked reinforced concrete beams under...

... FORCES SEALED FRETTING FATIGUE FAILURES LEVELS FREE BENDING SEABED TERMINATION PERFORMANCE LOADS NORMAL LAYERS DEEP WATER TOWERS TENSION LEGS PLATFORMS GUYED Proc. Instn Ciu. Engrs, Part 2,1989,87, Mar., 113-1 18 TECHNNICOATLE 517 STRUCTURAL ENGINEEGRRINOGUP Theoretical effectof...

... SIZE MAINTENANCE PERFORMANCE FLOW CIRCULATION SHEAR INDUCTION ACTION RINGS BAFFLES CONDITIONS NON DIMENSIONAL SPECIFICATIONS INLETS URBAN AREAS EXPERIMENTS FACTORS OUTLETS SUBMERGED FREE RING CASTELLATED CONTROL REVERSE DEVICES DEAERATION MOVEMENT MATERIALS SEDIMENTS...

...GS LITTLEJOHN © Thomas Telford and ICE 1987 BRADFORD UNIVERSITY FIP COMMISSION ON PRACTICAL CONSTRUCTION WORKING GROUP ON GROUND ANCHORAGES SAFETY PROTECTION TENDONS GROUND ANCHORAGES FAILURES CORROSION PERFORMANCE STANDARDS ANCHORS FIXED PROBLEMS FREE HEADS LENGTH...

...JA HEMSLEY; WINKLER © Thomas Telford and ICE 1987 OVE ARUP PARTNERSHIP LONDON RAFTS ELASTIC LOADS CIRCULAR EDGES CLAMPED FREE WINKLER SPRINGS PRESSURE SPRINGS SPACES CONTACT VERTICAL DESIGN BEHAVIOUR BOUNDARIES BENDING MOMENTS GROUND MODELS FLEXURE CYLINDRICAL...

...DA ERVINE; HT FALVEY © Thomas Telford and ICE 1987 GLASGOW UNIVERSITY US BUREAU OF RECLAMATION BEHAVIOUR WATER JETS TURBULENT FREE ATMOSPHERE PLUNGE POOLS DIFFUSION SUBMERGED CORES IMPINGING AIR INNER CORE DECAY POOLS PRESSURE IMPACT ANALYSIS SHEAR LAYERS...

...D I H BARR; M M DAS; MANNING © Thomas Telford and ICE 1986 STRATHCLYDE UNIVERSITY ASSAM ENGINEERING COLLEGE EQUATIONS NORMAL DEPTH DISCHARGES CHANNELS RESISTANCE FREE CONFIGURATION BOUNDARIES ROUGHNESS SOLUTIONS DIRECT FLOW SURFACE NUMERICAL RECTANGULAR GRAPHICAL...

...FR MOUDARRES; A COULL; A RUTENBERG © Thomas Telford and ICE 1986 ISRAEL INSTITUTE OF TECHNOLOGY, HAIFA STRUCTURES VIBRATIONS FREE OUTRIGGERS BRACED CANTILEVER FLEXURAL CONSTRAINTS ROTATION CORES PROPERTIES FREQUENCIES COLUMNS RATIOS RIGIDITY SEISMIC TRANSFER MATRIX...

...NJ GARDNER; CIRIA © Thomas Telford and ICE 1986 OTTAWA UNIVERSITY CIRIA FLY ASH LITERATURE LATERAL FRESH STRUCTURES DESIGN ENVELOPES VERTICAL FREE CONCRETE PRESSURE FORMWORK HYDROSTATICS LIMITING VALUE DENSITY SLUMP SLAG ASH CONTENT ADMIXTURES POURS RATE...

...PJ MASON; KJW SPURR; P NOVAK; H SUTCLIFFE; MJ KENN © Thomas Telford and ICE 1985 EROSION PLUNGE POOLS DOWNSTREAM DAMS JETS FREE TRAJECTORY SCOUR BEDROCK ROCKS ESTIMATING POWER EQUILIBRIUM DEPTH FORMULAE ENERGY MATERIALS SPILLWAYS RATE MODELS PROTOTYPES DATA FLOW...

...PJ MASON © Thomas Telford and ICE 1984 SIR ALEXANDER GIBB EROSION PLUNGE POOLS DOWNSTREAM DAMS ACTION FREE TRAJECTORY JETS DISCHARGES FLOODS WATER ENERGY DISSIPATION SCOURHOLES REMEDIAL WORKS CASE STUDIES PROTOTYPES HYDRAULIC MODELS TESTING DATA SETS FORMULAE...

... on the proximity of the external boundary, theflow can behave either as afree jet or as awall jet. Moreover, theflow from a circular outlet,which is axially symmetricas a free jet, possesses three-dimensional characteristics if allowed to grow on a wall. Frequently, a number of openings arranged in a line near...

...TG TSICNIAS; GL HUTCHINSON © Thomas Telford and ICE 1981 KINGS COLLEGE UNIVERSITY OF LONDON EVALUATION RESISTANT COUPLED ECCENTRICITY RESISTANCE TRANSLATIONAL PERPENDICULAR TORQUE CONFIGURATION IDEALISATION FREE ESTIMATES FORCES CODES DESIGN BUILDING CENTRES SINGLE...

...R MARQUES; M VILLARRUBIA; M LLORENS © Thomas Telford and ICE 1979 BARCELONA UNIVERSITY ANALYSIS PREDICTION MAXIMUM DEFLECTION ELASTIC COLUMNS AXIAL LOADS ENDS FIXED FREE EQUATIONS RANGE ANGLES CIRCULAR RECTANGULAR FORMULATION .Proc. lnstn Ciu. Engrs, Part 2, 1979...

... SOLUTIONS EQUATIONS HUBER MISES GRAPHICAL SIMPLE FREE Proc. Iristn Civ. Engrs, Part 2, 1978, 65, Mar., 199-206 TN180 Fiyrsietld analysis of laterally loaded, rectangular, Levy plates with unsymmetric, side boundary conditions, G.J. TURVEY, PhD* A first yield analysis, which is based on the Levy...