... FINITE ELEMENTS FAILURES CRACKS BENDING ULTIMATE COMPRESSION SUPPORT SPANDRELS PARAPETS WALLS SOILS TRANSVERSE SENSITIVITY MOVEMENT ABUTMENTS PIERS DEFECTS CONVERGENCE Proc. Instn Ciu. Engrs, Part 2,1991, 91, Sept., 617430 DISCUSSION ON PAP9E5RS7T5RUCTURAENLGINEERING An energy method...

... mechanical bearings, one guided longitudinally and one free to move in any direction. In linewith the original scheme, all the abutment bearings were retained as completely free sliding. The 6 m by 4 m reinforced concrete box columns of piers 1 to 3 were also maintained, but were redetailed to suit...

... 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...

...CH POTHECARY; TJC CHRISTIE © Thomas Telford and ICE 1990 MRM BARNSTAPLE BRIDGES CONTINUOUS SEGMENTAL METHODS PILES DECKS COLUMNS ABUTMENTS FINISHES DESIGN PRESTRESSED GLUED FOUNDATIONS FOOTINGS BEARINGS EXPANSION LIGHTING A39 CONCRETE CANTILEVER CAISSONS SPANS...

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

... that the concrete was affected by alkali-silica reaction arising from two sources: a reaction from an opal contaminant of the coarse aggregate and a less expansive reaction with the strained quartz of the gneiss bedrock, used as coarseaggregate. Other potential factors examined included rock wedges in the abutment...

...DG HUTCHINSON; RA SMITH; K SYKES; JD WINDERS; JR WINGFIELD FLOODS ALLEVIATION BRIDGES SPANS PROTECTION MULTISPAN ABUTMENTS PIERS RIVERS BEDS CONSTRUCTION SETTLEMENT SCOUR STRUCTURES PILING PILES CRACKS COSTS DOWNSTREAM BRECON WALES LLANFAES UK Proc. Insrn Ciu...

...A REES; S J KIM © Thomas Telford and ICE 1985 RENDEL PALMER & TRITTON MINISTRY OF CONSTRUCTION, KOREA HYUNDAI CONSTRUCTION COMPANY LTD DAELIM INDUSTRIAL COMPANY LTD BRIDGES CONSTRUCTION CABLE STAYED METHODS SITES INSTALLATION SUBSTRUCTURES ABUTMENTS WELLS PIERS...

...M C WILSON; R D BELL © Thomas Telford and ICE 1985 SOUTH YORKSHIRE COUNTY COUNCIL CABLE STAYED BRIDGES FOOTBRIDGES RIVERS ASYMMETRICAL CABLES STAYS PARKS VALLEYS OPEN CAST COAL SITES MINES FAILURES UNCONSOLIDATED FILL DESIGN CONSTRUCTION GROUND SUPPORTS ABUTMENTS...

... SERVICES ABUTMENTS SUPERSTRUCTURES SWING ROADS RIVERS BOX CONCRETE STEEL CABLE STAYED CABLES STAYS SPANS GIRDERS UNDERGROUND METHODS LINES URBAN AREAS Proc. Instn Civ. Engrs, Part 1,1984,76,Aug., 765-769 INFORMALDISCUSSION TRANSPORTATIONENGINEERINGGROUP Constructing bridges...

... EFFECT SHIPS IMPACT SPANS BEARINGS ARTICULATION EXPANSION JOINTS PIERS ABUTMENTS STEEL ERECTION METHODS LATERAL DEFLECTION STRUCTURAL WELDING DECKS ORTHOTROPIC STABILITY FATIGUE AERODYNAMICS TREATMENT PROTECTIVE STEELWORK VIADUCTS DRAINAGE SERVICES MAINTENANCE FOYLE...

..., the bridge should accommo- date earthquakeforces. To have taken the entire longitudinal componenotf these at the highand deep main pierwould have required itto be considerably stronger. A much more economic solutiownas to take mostof this force at an abutment, the northern side being chosen because of its...

...A MARSLAND; AP BUTCHER; PH TAFFS © Thomas Telford and ICE 1983 BUILDING RESEARCH STATION CHESHIRE COUNTY COUNCIL BEHAVIOUR BRIDGES ABUTMENTS FOUNDATIONS MARL KEUPER KEUPER MARL CONSTRUCTION SITE INVESTIGATION DEEP IN SITU PLATES PORE TESTS LOADS PRESSUREMETERS...

...J VAN LOENEN; S TELFORD © Thomas Telford and ICE 1983 SIR WILLIAM HALCROW STEVIN CONSTRUCTION ORWELL BRIDGE CONSTRUCTION BRIDGES RIVERS SITES BANKS PLANNING STRUCTURES VIADUCTS MUD FLATS COMPLETION ABUTMENTS SPANS MAIN CENTRAL SECTIONS ENDS CONTRACTS...

... CONTRACTORS COMPLETION MOVEMENT BEARINGS INCORPORATION PERFORMANCE TESTS FABRICATION TESTING SPANS INSPECTION MAINTENANCE SITES GEOLOGY SITE INVESTIGATION PILING LOADS SERVICE CARRIAGEWAYS ABUTMENTS PIERS RIVERS PROTECTION PILECAPS ARTICULATION SUPERSTRUCTURES VIADUCTS CANTILEVER...

... RESERVOIRS GEOLOGY MORPHOLOGY LIMIT STATE EMBANKMENTS STABILITY DEFORMATION ROCKS SPURS ABUTMENTS ROCKFILL FILL ZONES TOES UPSTREAM GALLERIES CUT OFF CURTAIN INSTRUMENTAT WALES DINORWIG SNOWDONIA AFON Y BALA LLYN PERIS MARCHLYN GWYNEDD MARCHLYN MAWR UK Proc. Instn Civ...

...JR GRICE; EA HEPPLEWHITE © Thomas Telford and ICE 1983 CTH JOINT VENTURE RENDEL PALMER AND TRITTON DESIGN CONSTRUCTION RIVERS BARRIERS COFFERDAMS DRY THAMES BARRIER PIERS ABUTMENTS WORKS PHASED FRAMES EXCAVATING METHODS UNDERWATER INSPECTION JOINT VENTURES UPLIFT...

... over a trimmer rib beam at each end. The two central supports are just about accommodated within the available width of the central reservation of the motorway, with the abutments so placed as togive the minimum possible length of skew spans of 54 870 mm, necessary to provide the required clearances...

...RW SARSBY © Thomas Telford and ICE 1982 SIR WILLIAM HALCROW BOLTON INSTITUTE OF TECHNOLOGY NOISE SHEETPILING OPERATIONS MOTORWAYS ROADS M67 RELIEF CUTTINGS RETAINING WALLS BRIDGES ABUTMENTS CONSTRUCTION TEMPORARY AREAS POPULATION PILING DROP HAMMERS INSTALLATION...

... RESTORATION MASONRY REPAIRS ABUTMENTS MAIN GROUTING GEOTECHNICS REMEDIAL RIVERS TESTON KENT MEDWAY UK Proc. Insrn Civ. Engrs, Part 1,1980, 6 8 , Aug., 489497 TN 273 The rehabilitation of Teston bridge J . H E Y M A N M A , PhD, FSA,FICE* N. B. HOBBS MA, MICE7 B. S. JERMY BSc(Eng...