... 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...

...D PILGRIM; B P PRITCHARD LIGHT RAIL DOCKLANDS CONSTRUCTION DEVELOPMENT FRAMEWORK TRANSMISSION CONNECTORS DECKS FATIGUE LIFE PRELIMINARY GIRDERS BOX RAILWAYS UPGRADING BRIDGES SUSPENDED PILECAPS UNITS DRILLING DELTAS BRAKING WORKS REINFORCED STRUCTURES LIGHT DESIGN...

... proprietary system of cruciform facing units and high adherance reinforcing elements, and is the system most commonly used for retaining walls and bridge abutments. Details are given of the instrumentation emphyed, observations of element tension, earth pressures in the fill and internal and boundary...

... ERECTION SEGMENTS EQUIPMENT METHODS TEMPORARY PROBLEMS ALIGNMENT UNITS PLACING Proc.Imtn Civ.Engrs, Part 1,1990, Sa Apr., 233-260 9516 STRUCTGURAOLUPENGINEERING C. H. POTHECARY, OBE, BSc, FICE. FIHT, MConsE. L. BRINDLE, BScTcch, MICE. ACIArh' The design paper coven the principal conapts...

... IMMERSED ENVIRONMENT BYPASSES RAILWAYS INTERCHANGES DURABILITY ROADS PROJECTS TRAFFIC BRIDGES UNITS TUBES TIME SIGNS PUBLIC LAND COASTS DESIGN ANALYSIS SITE INVESTIGATION TUNNELS LANDSCAPE TOURISM ROUTES INQUIRIES STABILITY ST ASAPH ABER WALES NORTH WALES UK Proc...

...KG BASSI; RT UNDERWOOD FREEWAYS SLABS CONTINUOUS OVERLAYS CAST IN PRECAST UNITS PIERS SHAFTS ROADS BRIDGES CRACKING TAPERED TAPERS BOX GIRDERS SUPERSTRUCTURES PILES ABUTMENTS HIGHWAYS MOTORWAYS HUME SYDNEY MELBOURNE VICTORIA AUSTRALIA © Thomas Telford...

... of the track where high early strengths are required for in situ concrete work, (e.g. packing behind arch units or in joints between precast beams) concrete mixes have been developed by BR Research Centre that canalmost match theearly strengths achieved by high alumina cement concrete. The latter is still used...

... to severe land slipping and involved both stabilization of the coastline and sea protection of the highway. 1.6 km of sea defence embankmentare armoured with 22 OOO concrete Dolos units. The main Chester-Holyhead railway is crossed twice by the A55 and several times by side roads. Four railway bridges were...

... to monitor construction were priorities. The choice of sources for sufficient rock to meet the programme and the background to the decision to precast on site the 22 000 Dolos units is discussed. Methods of tidal construction, including handling and placing rock and Dolos units are described. The Paper...

... had one end sliding and the other fixed. The fixing bracket also acted to restrain laterally the sliding end of the adjacent unit (see Fig. 6). It was designed to satisfy the accident criterionof 30%shear over capacity. 33. Thpeipes on either side of throeadwasyruepported on 250 X 250 X 9.5...

...KJ CAMPBELL; BA COATES; IH REITH; JFA MOORE; TP LEES; R JOWETT; RG KINNEAR; JP THEOPHILUS © Thomas Telford and ICE 1987 HOUSES REINFORCED CONCRETE PREFABRICATED SYSTEMS PANELS DETERIORATION PROBLEMS MEMBERS STRUCTURAL RATE UNITS PANELS REPAIRS BUILDINGS MAINTENANCE COLLAPSE...

...CR FORD; MD ELDRIDGE; LI WILLS; HJ MOORHEAD; SG TOMBS; SIR T HUGHES; PA GOSLING; PW KELLY © Thomas Telford and ICE 1987 NAVAL PLANT TESTS PLANNING DESIGN MOVEMENT COASTS UNITS REACTORS TRANSPORT SKIDDING HYDRAULIC SEA TOWING BARGES PLATFORMS TRAILERS EQUIPMENT COSTS...

... COILS STRENGTH COMPACT ANCHORS CONCRETE STRESS CONTRACTS MANAGEMENT SAFETY ARMOUR LAYERS UNITS DOLOS MEASUREMENT FLOW VELOCITY PROJECTS AUDITING TUNNELS PRESTRESSED PRESSURE VESSELS CODES MONITORING SEISMIC GROUND SLABS RESISTANCE IMPACT LOADS MIX ACCIDENTS QUALITY...

... PERFORMANCE UNITS COSTS BREAKWATERS ARMOUR HYDRAULICS HYDRAULIC ROCKS REFLECTION TESTING POROSITY SEABEES Proc. Instn Ch. Engrs, Part 1, 1986,80, Oct., 1401-1419 8826 DEMINSAGCRUINISTESIEMIORENING The Diode wave dissipationblock GROUP P. C. Barber and T. C. Lloyd Dr Barber andMr Lloyd...

... THEORY NUMERICAL COMPONENTS FLOORS COLUMNS BEAMS INDEPENDENT UNITS LOADS CONCRETE PRESTRESSED STRUCTURAL SYSTEMS PATENTS TESTS EXPERIMENTS PROCEDURE MEASUREMENT Proc. Instn Civ. Engrs, Part 2,1986,81, Sept.,4 1 5 4 3 1 UCTU9R02A9LR PAPER ENGINEERING GROUP Dynamic behaviour of precast...

...DW REED; RB BULMAN Proc. Instn Ciu. Engrs, Part 2,1986.81, Mar., 167-170 DISCUSSION O N TECHNICALNOTE 439 WATER ENGINEERINGGROUP Extension of the S-curve methodof unit hydrograph transformation D. W. Reed Mr R.B. Bulman, Consultant The Authorhas presented an ingenious method of transforming a unit...

...P ACKERS; CT BROWN; UNWIN © Thomas Telford and ICE 1985 HYDRAULICS RESEARCH SLOPES PROTECTION WAVES BLOCKS ARTIFICIAL DAMAGE RIPRAP STABILITY FACTORS DESIGN LEVELS ARMOUR UNITS CAVITATION FORCES EDDIES Proc. Insm Ciu. Engrs, Part 1, 1985,78, Dec., 1487-1489 UNWIN...

... PLACEMENT TESTING UNITS TESTS MARINE WORKS RORO ROLL ON ROLL OFF BERTHING BARGES LANDING STAGES STAGES LANDING HYDRAULICS MODELS CREST LEVELS DRAINAGE OVERTOPPING ROCKS SECONDARY ARMOUR HEARTING COFFERDAMS HEAVY LOADS FACILITIES QUARRIES WAVES LAYERS FILTERS PRECAST LANDWARD...

... of the discharge, as well as pipe materials and the method of laying. The construction of the outfall is described with details of the fabrication, stringing and pulling of the outfall. Reference isalso made to the dredging operation and the installation of the diffuser units under the difficult conditions...

...DW REED; FORTRAN © Thomas Telford and ICE 1985 INSTITUTE OF HYDROLOGY WALLINGFORD EXTENSIONS S CURVES METHODS CURVES UNITS HYDROGRAPHS TRANSFORMATION TECHNIQUES RAINFALL RIVERS SYNTHESIS ALGORITHMS SITES CATCHMENTS RESPONSES STORMS FLOODS ESTIMATING OSCULATORY...