...A V D BICA; C R I CLAYTON; I F SYMONS; R J MAIR; W POWRIE; B SIMPSON; M J GUNN LIMIT EQUILIBRIUM DESIGN METHODS FREE EMBEDDED CANTILEVER WALLS GRANULAR MATERIALS SAFETY PENETRATION BENDING MOMENTS EXPERIMENTS PREDICTION DEPTH FAILURES GEOTECHNICS RETAINING MODELS TESTS...

... are found significantly to affect the level of chloride ions in the pore solution. The work described in this Paper also suggests that the water-soluble chloride content may be an inappropriate parameter to relate to corrosion risk since it provides only an approximation to the free chloride content over...

...N RAJARATNAM; RL POWLEY © Thomas Telford and ICE 1990 ALBERTA UNIVERSITY HYDRAULIC JUMP FLOW TWO LAYER LABORATORIES LAYERS EXPERIMENTS CHANNELS HORIZONTAL FREE SUBMERGED SLOPING THEORY PREDICTION EQUATIONS VERTICAL LENGTH CHARACTERISTICS INTEGRAL MOMENTUM...

...M RAOOF © Thomas Telford and ICE 1989 FREE SPIRAL EXPERIMENTS THEORY RESTRAINED METHODS RIGIDITY FRACTURE FATIGUE ENDS MODELS BENDING STRANDS STRUCTURAL PROBLEMS TERMINATION EFFECTIVE PREDICTION LOCATION DATA SPECIMENS AXIS TESTS LARGE CHARACTERISTICS BEHAVIOUR...

...AVD BICA; H BLUM; CRI CLAYTON; PW ROWE; H KREY; J BRINCH HANSEN © Thomas Telford and ICE 1989 SURREY UNIVERSITY LIMIT EQUILIBRIUM FREE WALLS DATA EQUILIBRIUM PENETRATION MOMENTS EARTH FACTORS STRENGTH DESIGN EMBEDDED GRANULAR EXPERIMENTS FAILURES MAXIMUM SELECTION...

... 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 combined force and thermal loads L. A. CLARK...

... 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...

... without blockageor accumulation. Because of the level-soffit connection between theoutletbranch and themain sewer (required for effective sewer venting and shaft isolation), all drop shafts have to function adequately with either a free outfall at the junction between the outlet branch and themain sewer...

.... 2. Of the 35 cases, 24 related to permanent anchorages (protected and unprotected) and 11 applications were temporary with no designed protection other than cement grout cover for the fixed length and on occasions a decoupling sheath over the free length. 3. Generally speaking, corrosion failures...

...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...

...JA HEMSLEY; WINKLER 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 CONCRETE STORAGE TANKS...

...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 ISRAEL INSTITUTE OF TECHNOLOGY, HAIFA STRUCTURES VIBRATIONS FREE OUTRIGGERS BRACED CANTILEVER FLEXURAL CONSTRAINTS ROTATION CORES PROPERTIES FREQUENCIES COLUMNS RATIOS RIGIDITY SEISMIC TRANSFER MATRIX MATRICES METHODS TECHNIQUES...

...NJ GARDNER; CIRIA CANADA FLY ASH LITERATURE LATERAL FRESH STRUCTURES DESIGN ENVELOPES VERTICAL FREE CONCRETE PRESSURE FORMWORK HYDROSTATICS LIMITING VALUE DENSITY SLUMP SLAG ASH CONTENT ADMIXTURES POURS RATE VIBRATIONS TEMPERATURE METHODS FIELD LABORATORIES...

...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...

...BS PANI; RN DASH © Thomas Telford and ICE 1983 INDIAN INSTITUTE OF TECHNOLOGY ROURKELA REGIONAL ENGINEERING COLLEGE WALLS JETS THREE DIMENSIONAL MULTIPLE OUTLETS FREE EQUATIONS PREDICTION MEAN FLOW CHARACTERISTICS MODIFIED SOLUTIONS DYNAMICS PRESSURE PROFILES...

...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...

... and the otherfree,theapplicationlimit of thedeflexionequationin the elasticrange of the material-in accordance with the geometrical and elastic characteristicsof the columnis determined from the deflexion angle a corresponding to the free end. An approximatetreatmentisproposed for determiningsuch an angle.Results...

... 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...