... GEOLOGY CONCRETE COOLING PRECAST FOUNDATIONS TREATMENT GROUTING DRAINAGE JOINTS CLOSURES OPENINGS CONTRACTS CABLEWAYS CRANES EXCAVATING PRODUCTION TEMPERATURE CONCRETING BLOCKS POST COOLING CURTAIN BLANKETS JOINT VENTURES OVERSEAS VICTORIA DAM MAHAWELI GANGA VICTORIA...

... SHAFTS IN SITU ABUTMENTS CLOSURES GROUTING EXPANSION PARAPETS EMBANKMENTS COUNTRIES PRESTRESSED BALANCED TESTS FENDERS SITES SITE INVESTIGATION PERMANENT SETTLEMENT SPANS CONTINUITY APPROACHES JOINTS DECKS MATERIALS DEVELOPING SARAWAK SANTUBONG MALAYSIA ASIA Proc...

... D29 CLOSURES CABLES MANAGEMENT ROLL IN TEMPORARY WORKS DIVERSION POWER SIGNALS DESIGN BRIDGEWORKS SUBSTRUCTURES DECKS GIRDERS PERMANENT WAY ANALYSIS DETAILING BRACING OVERHEAD BEARINGS CONNECTIONS TENDERING COSTS LAUNCHING HANGER LANE LONDON Proc. Instn Civ. Engrs...

... CONSTRUCTION MONITORING GAUGES NOISE MOVEMENT MEASUREMENT PROCEDURE STRAIN STRUCTURAL COMPLIANCE PARAMETERS CONSENTS COSTS PERMANENT PRESSURE POINTING WALLS CLOSURES SOILS PIPES SITE INVESTIGATION SURVEYS INVESTIGATIONS UNDERWATER DIVERSION METHODS HYDROLOGY REMOVAL STRUCTURES...

... MAINLAND ISLANDS SUPERSTRUCTURES FABRICATION ERECTION CONTROL LOADS CABLES STAYS PROFILES CLOSURES PROTECTIVE TREATMENT DECKS SURFACING FURNITURE TENSION JINDO DOLSAN KOREA ASIA Proc. lnstn Ciu. Engrs, Part 1, 1985,78,Dec., 1301-1324 8995 STRUCTGURROAULPENGINEERING Jindo...

...J R WEST; D W KNIGHT; K SHIONO; RICHARDSON TURBULENCE MEASUREMENT TRANSPORT COEFFICIENTS ESTUARIES MIXED PARTIALLY VELOCITY SALINITY VERTICAL DATA RICHARDSON NUMBERS EQUATIONS TURBULENT FIELD TECHNIQUES STRESS FLUX FLOW EMPIRICAL CLOSURES PROBLEMS VALUE LENGTH MIXING...

... DIMENSIONAL SITES WELDING PYLONS CABLES STAYS RESTRAINT LONGITUDINAL CLOSURES LABOUR ACCURACY PROFILES DECKS SURFACING FURNITURE PILES CABLE STAYED KESSOCK BEAULY FIRTH SCOTLAND UK Proc. Instn Civ. Engrs, Part 1,1984,76, Feb., 51-66 PAPER 8744 Kessock Bridge : construction J...

... APPROACHES EMBANKMENTS CONTRACTORS TENDERS TEMPORARY WORKS METHODS FOUNDATIONS PILES SUBSTRUCTURES BORED CAST REINFORCED CONCRETE CAP PIERS PRESTRESSED BOX GIRDERS DECKS TWIN EARTHWORKS PILING ACCESS TESTING THERMAL CRACKING CONTROL NAVIGATION CLOSURES GROUTING QUALITY PLANT...

... RELIEF PROTECTION TRAFFIC TEMPORARY SITES ADMINISTRATION LAYOUT GEOLOGY PILING STRUTS CONCRETE PRESSURE DEWATERING RESTRUTTING REMOVAL CLOSURES PILES SAND CUTTING DIVING AIRLIFTS FORMATION TESTS CHALK THANET SAND THANET PIEZOMETERS SETTLEMENT INDICATORS RIVER THAMES...

...-runway airport duringpeak trafic hours to carry out major strengthening and surfacing works was no longer acceptable to airline and airport operators. As a result, techniques had been established to accomplish major works during carefully selected night closure periods, thus avoiding serious disruption...

... FLOODING CLOSURES FRAMEWORK TENDERS COSTS GEOLOGY SITE INVESTIGATION CHALK FAULTS SEISMIC REFRACTION CUT OFF SHEET PILES TOWERS FOUNDATIONS SUPERSTRUCTURES CHANNELS OUTFALLS MACHINERY OPERATION CONTRACTS SHIPPING DIVERSION THANET SAND SAND THANET EXCAVATIONS CONCRETE GENERATORS...

... LINTELS PARTIAL MODULES AXIAL PROBLEMS SHEAR ANALOGOUS INTERACTION SHAPE BEAMS PLANE IDEALISED DISPLACEMENT OPEN CLOSURES RESISTANCE CONVERSION Proc. Instn Ciu. Engrs, Part 2, 1981, 71, June, 395-406 8448 Analysis of non-planar shear wall assemblies by analogous frame B. STAFFORD SMITH...

...P LAYFIELD; KING C; G TAYLOR; M CASEBOURNE; P MCILROY METROS RIVERS THROUGH TRUSS STRUCTURAL REINFORCED PIERS CONTRACTORS FACTORS ERECTION LEGISLATION SPECIFICATIONS SITES TRACK MAINTENANCE ABUTMENTS CONTRACTS TRUSSES CLOSURES BRIDGES CONTINUOUS SPANS STEELWORK CONCRETE...

... CHARACTERISTICS VELOCITY TECHNIQUES DYNAMICS OPTIMISATION EBB GOVERNING SEAWARD IMPERMEABLE EXTRACTION HARMONIC WEDGES INSTALLATION SIMPLIFIED LINEAR SINGLE SOLID BARRIERS OPTIMUM CALCULATIONS CLOSURES MATHEMATICS TURBINES FLOODS EQUATIONS BOUNDARIES PERMEABLE LOCATION BRISTOL...

...RJ COLLINS; J BLACK; JE TYRER © Thomas Telford and ICE 1978 BRITISH RAIL WESTERN REGION HIGH SPEED SPEED REALIGNMENT FOUNDATIONS REMODELLING RESOURCES LABOUR MAINTENANCE STATIONS BALLAST TRACK RAILWAYS SWITCHES CLOSURES STAFF WORKERS REBALLASTING JUNCTIONS WORK...

... LAYOUT CLOSURES VESSELS LOADS SAFETY REACTORS TEMPERATURE EFFECT STATIONS DESIGN WIRE STRESS TENSION FACTORS SHAFTS HARTLEPOOL UK 60.Proc. Instn Civ. Engrs, Part 1. 1976, Nov., 711-718 7883 DISCUSSION Hartlepool Power Station: major civil engineering features F. W. COATES & R...

... CLOSURES CONTROL TUNNELS CIVIL ENGINEERING ADVANCED NUCLEAR SUPPORTS BUNTER UNDERGROUND BOILERS WATER SITE INVESTIGATION SHAFTS MODELS QUALITY PUMPHOUSES DISCHARGES DESIGN GAS METHODS HEAVY SANDSTONE WIRE WOUND PRESSURE SYSTEMS LAYOUT PRESTRESSED TESTS ASSURANCE OUTFALLS...

... by the Authorhave proved invaluable in resolving questions on the order of magnitude ofthe boundary effect, and in developing operating techniques to minimize barrier closure effects. 29. Incidentally, the extended model reveals water level differencesof about 0.12 m when compared with the short model. When...

... ONE DIMENSIONAL EQUATIONS CLOSURES THAMES UK Proc. Instn Cio. Engrs, Part 2 , 1975, 59, June, 255-264 7776 The reduction of artificial boundary reflexions in numerically modelled estuaries SALLY J. PINLESS, BSC* The tidal input at the seaward boundary of a model of an estuary...

..., this being the worst case and also typical of the often singly deposited large stones placed towards final closure. For a mixture of sizes the Author hastaken Da5(i.e. 35% by weight of the stones are smaller) as he found in reference 9 that this gives the best estimate of total scour. This does noatpply...