...L A MARTIN; W R C MYERS; MANNING; DARCY WEISBACH © Thomas Telford and ICE 1991 I G DORAN ULSTER UNIVERSITY AT JORDANSTOWN MEASUREMENT OVERBANK FLOW COMPOUND RIVERS CHANNELS EXPERIMENTS VELOCITY DISTRIBUTION DISCHARGES FLOOD PLAINS MOMENTUM TRANSFER CAPACITY RESISTANCE...

... GRANITE MECHANICAL ELECTRICAL EQUIPMENT QUALITY ASSURANCE LOADS SHARING SHOCKS TRANSMISSION UNITS TRANSFER GIRDERS DOCKLANDS LONDON ENGLAND Proc. Instn Ciu. Engrs, Part 1, 1991,W,Oct., 1053-1065 9552-53 DISCUSTSRIAONSPORTAETNIOGNINEERING GROUP Docklands Light Railway and subsequent...

...R H ROOLEY; T BASKETT © Thomas Telford and ICE 1990 DONALD SMITH SEYMOUR & ROOLEY OASYS OVE ARUP COMPUTING SYSTEMS DATA CONTROL CONSTRUCTION INDUSTRIES COMPUTERS METHODS AIDED DRAFTING TRANSFER Proc. Instn Cio. Engrs, Part 1, 1990,88, Dec., 1123-1126...

...J A TAWN; J M VASSIE SPATIAL TRANSFER SEA LEVEL DATA PROBABILITY METHODS OCEANOGRAPHY JOINT TIDES SURGES TIDAL SEA LEVELS h o c . Instn Cio. Engrs, Part 2, 1990, Ss, Sept., 433-438 TECHNICAL NOTE 535 WATER ENGINEERING GROUP Spatial transferof extreme sea level data for use...

...A MUIRWOOD; S A JEFFERIS © Thomas Telford and ICE 1990 EXPLOSIONS TUNNELS GASES METHANE WATER TRANSFER ABBEYSTEAD Proc. Znstn Ciu. Engrs, Part 1,1990,88, Aug., 721-725 INFORMAL DISCUSSION GERNOGUINGDEERROIUNPG Ground conditions at Abbeystead Introducer SIR ALAN MUIR WOOD,FRS...

...CH POTHECARY; L BRINDLE TORRIDGE BIDEFORD DEVON UK © 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...

...M Z AHMAD; T K DATTA © Thomas Telford and ICE 1989 MINIMUM FLAT POINTS DESIGN TRANSFER PROBLEMS CAPACITY STATIC COEFFICIENTS PANELS TRANSMISSION REINFORCEMENT SLABS SUPPORTS CONSTANT TWISTLESS MOMENTS STRIP KINEMATICS ULTIMATE DISPLACEMENT VOLUME SOLUTIONS PLASTIC...

...J R RIDDINGTON; M BOLOURCHI © Thomas Telford and ICE 1989 FILL LEAD LOADS FRAMES RESISTANCE LAYERS VISCOELASTIC SHORT TERM REDUCTION TRANSFER STRUCTURES INFILL STIFFNESS PROPERTIES CYCLIC VERTICAL INFILLED RACKING TESTS CREEP LONG TERM SUSSEX UNIVERSITY OVE ARUP...

...YC WANG; DA NETHERCOT © Thomas Telford and ICE 1989 SHEFFIELD UNIVERSITY BRACING EFFECT THREE DIMENSIONAL COLUMNS SUBASSEMBLAGES ULTIMATE STRENGTH STIFFNESS STEEL UNSTABLE SUPPORTS RIGID INDUCTION COLLAPSE MEMBERS BRACED BEAMS NON SWAY CONNECTIONS LOADS TRANSFER...

..., with those further from the watershed having a larger potential storagew, ibthuta lower head and a greater distance for transferring the water. Several thousand schemes were analysedusing different combinations of elements, to achievea balanced scheme. During the time of the Highland studies, the RSA...

...AG MPHONDE © Thomas Telford and ICE 1988 ZIMBABWE UNIVERSITY AGGREGATES INTERLOCKING HIGH STRENGTH LOW REINFORCED CONCRETE BEAMS TESTS WEBS REINFORCEMENT STRENGTH MECHANISMS SHEAR PROCEDURE COMPRESSIVE DOWELS COMPRESSION CRACKS FAILURES ANALYSIS TRANSFER...

...CF LEUNG; R RADHAKRISHNAN; YK WONG © Thomas Telford and ICE 1988 SINGAPORE NATIONAL UNIVERSITY PORT OF SINGAPORE AUTHORITY ROCKS PILES RAFTS BEHAVIOUR WEAK BUILDINGS TALL MULTI STOREY TOWER BLOCKS EARTH PRESSURE CELLS LOADS PORE SETTLEMENT GAUGES TESTS TRANSFER...

... GRAVITY FED TUNNELS CONSTRUCTION DEEP CLAYS LONDON CLAY CAPACITY DEMAND ECONOMICS MANAGEMENT COSTS BENEFITS COST BENEFIT ESTIMATING SAVINGS FEASIBILITY STUDIES HYDRAULIC ANALYSIS SIMULATION DEVELOPMENT CONTROL OPTIMISATION HISTORY OPERATION MODES TRANSFER ROUTES SELECTION...

... LITTORAL PROCESS TRANSFER SOILS PORE WATER DRAINAGE SEDIMENTS PRESSURE Proc. Instn Civ. Engrs, Part 1,1988,84, June,611-614 9162 DISCUSSION MARITIME ENGGINREOEURPING A coastal area management systemas developedfor Seasalter-Reculver, North Kent A. G. Roberts and A. McGown Mr B. N.Polack, Kennedy...

... could include a form of management contract where the (government) client could incorporate in the contract conditions(a) a mechanism for transfer of know-how from large to small contractors and (b) make financial provision for this. Also, larger jobs could be split into parcels within the capabilities...

... ECONOMICS GOVERNMENT TECHNOLOGY TRANSFER Proc. Instn Civ. Engrs, Part 1,1987,82, Aug., 715-733 UNWIN MEMORIAL LECTURE 1986 Research and the practising engineer L. S . BLAKE, BSc(Eng), PhD, FICE, FIStructE, FIHT, FFB* Introduction Professor Unwin was quite a remarkable man. President...

... STRENGTHENING STEEL CONCRETE BASEMENTS FOUNDATIONS JACKING DEMOLITION LOADS TOWERS STRUCTURES STEELWORK TRANSFER CONTRACTS PILING NEEDLES SUPERSTRUCTURES STRESS WATER BEARING BELFAST ULSTER UK Proc. Instn Cio. Enyrs, Part 1, 1987,82,Dec., 1057-1072 9191...

... structure, and computed results are summarized for a more complex silo base transfer structure. Notation A , B scalars a radius of raft D l , flexural stiffness of raft and wall,respectively El. 2, Young's modulus of raft, wall and ground, respectively E , Young's modulus of ground in horizontal plane E...

...V NAVARATNARAJAH; PRS SPEARE; BS 8110 © Thomas Telford and ICE 1986 MALAYA UNIVERSITY KUALA LUMPUR CITY UNIVERSITY LONDON EXPERIMENTAL STUDIES EFFECT LATERAL PRESSURE TRANSFER BONDS REINFORCING COVERS BARS PERFORMANCE DEFORMATION TESTS CONCRETE STRENGTH COMPRESSIVE...

... or an inability to transfer funds back to the UK. Margins had to remain high for profitability to be assured. It was evident that a wide range of experience was needed to operate effectively overseas and this was not acquired quickly. 25. Overseasworkwasconsideredto be ahigh-riskbusiness, with added political...