... failure of the second slab/columjnoint. A compressionload cell positioned between thecolumn top and the cross-head channel beams prevented column movement and allowed the magnitude of the horizontal reaction tobe monitored. Test dst 14. The test results are presented in four main groups, covering group 1...

...CH POTHECARY; L BRINDLE © Thomas Telford and ICE 1990 MRM BARNSTAPLE BRIDGES SUPERSTRUCTURES LIFTING GIRDERS JOINTS LOADS GANTRIES HEADS PERMANENT A39 PRECAST HANDLING LAUNCHING MID SPAN STABILITY PIERS TRANSFER PRESTRESSING ERECTION SEGMENTS EQUIPMENT METHODS...

...T NAKAGAWA; S MIYAE; H ITAYA © Thomas Telford and ICE 1989 KANAZAWA TECHNOLOGY INSTITUTE KANAZAWA UNIVERSITY JAPAN CANALS TECHNOLOGY EXCAVATING SYSTEMS HEADS BENDS CONSTRUCTION ESTIMATING METHODS WORKS HYDRAULICS WATER LOSS ROCKS TECHNIQUES DISCHARGES WATER SUPPLY...

... CONTINUITY LOSS FUNCTIONS EFFECT OUTFLOW CONSTRAINTS NON LINEAR OPERATIONAL PROBLEMS FORMULATION LINEAR THEORY MODELS ITERATIVE LINEARISATION SOLUTIONS PROGRAMS HEADS TESTS MATHEMATICS ALGORITHMS Proc. lnstn Civ.Engrs, Part 2,1989,87, June, 195-214 PAPER 9404 WATERGERNOGUIPNEERING...

...RC PRETTYJOHNS; E MARKLAND © Thomas Telford and ICE 1989 LEICESTER POLYTECHNIC WALES UNIVERSITY AIR REGULATION ADMISSION SIPHONS LABORATORIES TESTS PIPES SURFACE HEADWATER CREST DISPERSION WATER HEADS DISCHARGES RATIOS CONTROL EQUIPMENT EXPERIMENTS PERFORMANCE...

...R BURROWS; KHM ALI © Thomas Telford and ICE 1988 LIVERPOOL UNIVERSITY RECTANGULAR SHAFTS CONFIGURATION STORMS SEWAGE SEWERAGE OVERFLOWS STRUCTURES HEADS DIFFERENTIAL CHAMBERS RETENTION VOLUME DESIGN DIMENSIONS CONVENTIONAL PERFORMANCE PARTICLES EFFICIENCY TESTS...

... incidents have occurred at, or within 1 m of the anchor head, 21 incidents in the free length and two incidents in the fixed length. Fixed anchor problems 8. Both fixed anchor problems were caused by inadequategrouting of the tendonbond length, whichin one case exposed 3m of tendon to aggressive groundwater...

...WM KENRICK © Thomas Telford and ICE 1987 LAING MOWLEM ARC JOINT VENTURE AIRPORTS CONSTRUCTION GREEN FIELD SITES TIMING PROJECTS BUILDING STANDARDS LABOUR MATERIALS MANAGEMENT JOINT VENTURES PLANT PROCUREMENT MOBILISATION TEMPORARY WORKS SHIPS JETTIES HEADS...

...DG WARDLE; DA CROW; MJ KENN; JD HARDWICK; REYNOLDS © Thomas Telford and ICE 1985 IMPERIAL COLLEGE HYDRAULIC FORCES RAILS LIFT VERTICAL HIGH HEADS GATES FLOW MODELS PATTERNS VELOCITY SLOTS TESTS TANKS STUDIES AHLBORN WATER REYNOLDS NUMBERS TWO DIMENSIONAL THREE...

... the gate was open, water flowing past the rails could also exertsignifi- cant forces on them, particularly when high heads caused highvelocity flows.It seemed that flow patterns within the gate slot might lead to higher pressures on the baocfkthe rail, the surface adjacent to the embedded parts, than...

...WGK FLEMING; SA ROBERTSON; AJ WELTMAN TESTCONSULT CEBTP CEMENTATION PILING & FOUNDATIONS INTEGRITY TESTING METHODS DYNAMICS PILES INSTALLATION SONIC TESTS HEADS VIBRATIONS DEFECTS DETECTION © Thomas Telford and ICE 1983 Proc. Instn Civ. Engrs, Part 1, 1983,74...

...PJ MASON; MJ KENN; SM WOOLLARD © Thomas Telford and ICE 1983 HYDRAULIC ENERGY DISSIPATORS DAMS OUTLETS WORKS SURVEYS PROTOTYPES USAGE VELOCITY WATER HEADS DROP FLOW FLUIDS SHEAR CAVITATION DAMAGE LEVELS VORTICES VORTEX BLOCKS SHAPE BAFFLES WEDGES Proc. Znstn Civ...

...PJ MASON SIR ALEXANDER GIBB HYDRAULIC ENERGY DISSIPATORS DAMS OUTLETS WORKS SURVEYS PROTOTYPES USAGE HEADS FLOW RANGE SPILLWAYS COSTS CONVEYANCING CHUTES VELOCITY TAILWATER CONCENTRATION INTERNATIONAL TECHNIQUES STRUCTURES ROCKS BASINS SIMPLE JUMP BAFFLES FREE...

... CURVES LIPS CREST BEHAVIOUR INVESTIGATIONS SIPHONS ENERGY HEADS UPSTREAM RESEARCH FINITE DIFFERENCE Proc. Instn Ciu. Engrs, Part 2, 1980,69, Dec., 1059-1064 8309 DISCUSSION Theoretical and experimental investigation of air-regulated siphons K. H. M . ALI & D. PATEMAN Dr D. A. Ervine...

...DA ERVINE; GCS OLIVER UK © Thomas Telford and ICE 1980 GLASGOW UNIVERSITY CORBY WATER COMPANY FULL SCALE BEHAVIOUR AIR REGULATED AIR REGULATED SIPHONS SPILLWAYS PERFORMANCE RESERVOIRS HEADS DISCHARGES STABILITY SAFETY OPERATIONS WAVES EFFECT MODELS STUDIES...

... for the Row overair-regulatedsiphonsA. dditionaal ssumptionsaremade regarding the shape of the streamlines at the lip and crest sections. It is also supposed that the Rowis criticaloverthecrest.Theresultingtheoryagreeswellwithexperimental head-dischargecurves,pressures and waterdepths.Twoseries of air...

... ORGANISATION SCALE CONTRACTS COLLECTION TESTS CUTTERS CHARACTERISTICS MASS NUMERICAL POWER MOVEMENT GEOTECHNICS TRIALS FORMATION TUNNELS OBJECTIVES PRELIMINARY LABORATORIES RESEARCH PROCESSING PERFORMANCE PICKS HEADS GROUND PROPERTIES TOOLS SITE INVESTIGATION REACTIONS MEASUREMENT...

... TRIANGULAR MODIFIED FLOW HEADS DISTANCE CLOSED PRISMATIC GRADUALLY GRADUAL Proc. Instn Ciu. Engrs, Part 2, 1979,67, June, 435-452 8212 Graduavllayriseudrfapcreofiles in horizontal and adversely sloping channels A. KUMAR, BE(Poona). DHE(Delh)* Surfaceprofilesinrectangular,trapezoidal,circular...

... at the last blow. From the loadtest,thesettlement of the head of the pile at 210 t was 17.8 mm, whereas the Hiley formula gave a static deflexion of 25 mm. Throughout driving, the peak stresses were greatest only in the uppermost section, falling to a minimum at the toe. Metallurgical examination showed...

...RD PARBERY © Thomas Telford and ICE 1978 LOUGHBOROUGH TECHNOLOGY UNIVERSITY NEWCASTLE UNIVERSITY NSW FACTORS AIR EFFECT WEIGHT EXPERIMENTS EQUILIBRIUM HEADS WEIGHTLESS INFLATION SECTIONS TENSION TOES MEMBRANES PRESSURE PERIMETER ELASTICITY DIFFERENTIAL THEORY...