...E THORPE; B H THURRELL; L S VAREY BRITISH NUCLEAR FUELS THORP MANAGEMENT DESIGN PROCESS ORGANISATION BUILDINGS SEPARATION PROJECTS ITERATIVE THERMAL OXIDES PLANT REPROCESSING FUEL NUCLEAR POWER REACTORS LAYOUT SEISMIC PARAMETERS COORDINATION QUALITY ASSURANCE Proc...

... LABORATORIES FLUMES DISTRIBUTION COMPONENTS FLOW SEPARATION HARMONIC Proc. Instn Ciu. Engrs, Part 2,1990,89, June, 143-162 PAPER 9494 WATER ENGINEERING GROUP Circumferential pressures on a fixed vertical cylinder in waves A. G .L. BORTHWICK, BEng, PhD, MICE, MIMarE, MIWEM* D. M. HERBERT, BSc, MSc, PhD...

...H SUCUOGLU © Thomas Telford and ICE 1989 MIDDLE EAST TECHNICAL UNIVERSITY ANKARA NON LINEAR ANALYSIS TUNNELS LININGS LONGITUDINAL BENDING FLEXURE INDUCED DEFORMATION STRESS SETTLEMENT SURVEYS RECORDS CAPACITY JOINTS SEPARATION REGIONS HIGH BOLTS PRETENSIONED LOCAL...

... in conjunction with single bay infilled frames. Both non-integral and integral infilled frames are studied. The non-linear finite element method is employed for the analysis, taking into account thenon-linearity of materials, cracking in the panel, and separation/friction/slipand non-linear shearslip...

... of a submerged buoyant jet. Of particular interest is the dumb-bell effect which occurs when shallow water waves cause the jet to separate into two relatively distinct emuent clouds. This effect is not experienced with deep water waves which cause increased dispersion in the upper pofartht e rising column...

... PRESSURE RESPONSES WATER DRAINAGE BLANKETS BASES GEOLOGY INSTABILITY LANDSLIPS DESIGN SEPARATION MEMBRANES STABILITY ANALYSIS MOVEMENT LONDON CLAY SLOPES MOTORWAYS M25 EARTHWORKS PERMEABILITY FOUNDATIONS DAMS LAYERS SILT PIEZOMETERS CLAYS SLIP RAILWAYS MATERIALS CONTRACTS...

... STRUCTURES UNDERGROUND LEVELS GROUND STUDIES SENSITIVITY BEHAVIOUR METHODS INTERACTION EFFECT SUPERSTRUCTURES STIFFNESS FLEXURAL CRACKING SEPARATION YIELD SOILS LOCAL CONTRACTS DESIGN AND BUILD CONTRACTORS HALF REINFORCEMENT PROCEDURE COUNTRIES DEVELOPING SYMMETRY QUARTER SYMMETRY...

... of constructionfor concrete dams 4. In the past few years a new method has been developed for the construction of concrete gravity dams. Instead of the structure being built of monoliths, or separate blocks, concrete is spread in uniform layers for the whole length of the dam and compactedby a vibratory roller...

...JA HOOPER; DJ WEST © Thomas Telford and ICE 1983 OVE ARUP STRUCTURAL ANALYSIS RAFTS CIRCULAR SOILS YIELDING METHODS DESIGN FOUNDATIONS LAYERING YIELD LOCAL SEPARATION LOADS ASYMMETRY STIFFENING EFFECT THEORY TESTS SUPERSTRUCTURES FACTORS FLEXURAL RESPONSES HALF...

... (using electrical strain gauges) and of the concrete, using a Demec gauge. TheDemecgauge was also used todetectandmeasurethetransverse separation between the flanges of the steel channels and the concrete at positions midway between the battens by positioning the Demec point across the junction...

... STRENGTH GEOTEXTILES MECHANISMS CONSTRUCTION STRAIN LOADS STRESS FILTERS STIFFNESS MATERIALS SUBBASE TERRAM SEPARATION FILTRATION REINFORCEMENT GRANULAR RAILWAYS TRACK Proc. Instn Cio. Engrs, Part 2, 1983,75, June, 343-358 DISCUSSION ON PAPER 8564 Use of non-woven fabrics in permanent...

... SUPERCRITICAL TOES TESTS QUASI POTENTIAL REGIONS DEPTH CONSTANT OUTLETS LATERAL DISCHARGES HYDRAULIC JUMP BEDS SEPARATION WAVES PATTERNS VELOCITY PROFILES MEAN CHARACTERISTICS TWO DIMENSIONAL CLASSICAL STREAMS IMPINGEMENT CONFIGURATION RESEARCH HORIZONTAL CHANNELS PLANE FORCED...

...DIH BARR; MM DAS © Thomas Telford and ICE 1982 SIMULATION SURGES REMOVAL SEPARATION BARRIERS WATER SHALLOW DEEP BODIES P m .Instn Ciu. Engrs, Part 2, 1982, 73, Sept., 698 Corrigendum to Discussion on TN 310 Simulation of surges after removalof a separating barrier between...

...TECHANG LIAUM; KWOKHUNG KWAN HONG KONG UNIVERSITY FILL NON LINEAR ANALYSIS TALL BUILDINGS MULTI STOREY FRAMES INFILLED CONNECTORS FINITE ELEMENTS METHODS MATERIALS STRUCTURAL INTERFACE INFILL SHEAR SLIP CHARACTERISTICS SEPARATION DEVELOPMENT FRICTION FIT PREDICTION...

... INVISCID VORTICES ALTERNATIVE ANGULAR POSITIONS SEPARATION POINTS NUMERICAL PLANE BOUNDARIES THEORY PREDICTION VALUE EMPIRICAL REGIMES TRANSITION BOUNDARY LAYERS TURBULENCE SEABED INVESTIGATIONS BLUFF BODIES EQUATIONS NON LINEAR DVM VELOCITY POTENTIAL COMPLEX UNIFORM VORTICITY...

...KI MAJID; MA RAHMAN NON LINEAR ANALYSIS STRUCTURES SOILS SYSTEMS FOUNDATIONS BEHAVIOUR MATERIALS PROPERTIES DEVELOPMENT ZONES TENSILE LOADS PROCESS METHODS ASSESSMENT SPLINE FUNCTIONS COMPRESSION CONDITIONS COMPATIBILITY FORMATION PROPAGATION CRACKS SEPARATION STIFFNESS...

... STORMS SEPARATION HYDROGRAPHS AREAS MECHANISMS GROWTH CORRELATION DATA SCALING RATIOS ANALYSIS LAG STREAMFLOW EVENTS ESTIMATING SUSSEX LONDON UK © Thomas Telford and ICE 1981 Proc. Instn Ciu. Engrs, Part 2, 1981, 71, Mar., 37-50 8388 A dimensionlesshyudnritograph...

...DIH BARR; MM DAS; JJ STOKER; COLEBROOK WHITE; ST VENANT; FORTRAN © Thomas Telford and ICE 1981 STRATHCLYDE UNIVERSITY JORHAT ENGINEERING COLLEGE ASSAM SIMULATION SEPARATION DEEP NUMERICAL DAMS EXPLICIT GRIDS REFLECTION RECTANGULAR FORMULAE SURFACE EXPERIMENTS DATA...

...A QADAR © Thomas Telford and ICE 1981 ALIGARM MUSLIM UNIVERSITY INDIA VORTEX VORTICES BRIDGES LOCALISED SEPARATION DEPTH DATA SAND STUDIES SCOUR PIERS FLOW EXPERIMENTAL SIZE FIELD BEDS COEFFICIENTS MECHANISMS UPSTREAM SEDIMENTS EQUATIONS RIGID Proc. Instn Civ...

... CONDITIONS THEORY DISPLACEMENT FLOTATION BUOYANCY WEIGHT PRACTICE MOMENTS CONVENTIONAL SUBGRADE MODELLING FAILURES STATIC BASES SEPARATION EFFECTIVE Proc. Insln Ciu. Engrs, Part 2, 1979,67, June, 475-482 8214 Structuraol verturning andbuoyancy Structuresshould...