Keywords: SEGMENTS
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Journal Articles
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 90 (2): 259–280.
Published: 01 April 1991
... the successfulbidwas based, envisaged that the deck would bebuilt by the in-situ balanced cantilever method in increments, with a maximum cantilever lengthof 35 m from thepiers. This left 7 m and 13 m long reinforced concretienfill segments at midspans to complete the superstructure. 4. Following award of the contract...
Journal Articles
Proceedings of the Institution of Civil Engineers (1990) 88 (3): 381–419.
Published: 01 June 1990
...A J MORETON © Thomas Telford and ICE 1990 FLORIDA TRANSPORTATION DEPARTMENT SEGMENTAL BRIDGES CONSTRUCTION PRECAST CONCRETE DESIGN STATISTICS STRUCTURAL PARAMETERS SEGMENTS MANUFACTURING ERECTION METHODS TIME COSTS PROBLEMS PRACTICE SPANS GIRDERS CANTILEVER...
Journal Articles
Proceedings of the Institution of Civil Engineers (1990) 88 (2): 211–231.
Published: 01 April 1990
...CH POTHECARY; L BRINDLE © Thomas Telford and ICE 1990 MRM BARNSTAPLE BRIDGES SUBSTRUCTURES WORK PRECAST FOUNDATIONS RIVERS TEMPORARY CAISSONS STRENGTH SHORT BED SPECIFICATIONS CONSTRUCTION DECKS SEGMENTS TECHNIQUES COLUMNS TIDAL REINFORCED PIERS ALIGNMENT COUNTER...
Journal Articles
Proceedings of the Institution of Civil Engineers (1990) 88 (2): 233–260.
Published: 01 April 1990
...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...
Journal Articles
Proceedings of the Institution of Civil Engineers (1985) 78 (6): 1261–1278.
Published: 01 December 1985
...G D SABINE; E SKELTON UK HEATHROW TERMINAL 4 LONDON HATTON CROSS PICCADILLY LINE UNDERGROUND RAILWAYS AIRPORTS TERMINALS TERMINAL 4 PICCADILLY LINE EXTENSIONS LINES STATIONS WORKS PROJECTS MANAGEMENT TIME DESIGN UNREINFORCED CONCRETE SEGMENTS RINGS TENDERS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1981) 70 (4): 829–831.
Published: 01 November 1981
...AJ MORETON; DC DALTON; DW SMITH EPOXY GLUE JOINTS PRECAST CONCRETE BRIDGES CONSTRUCTION SEGMENTAL TESTS MATERIALS COSTS STRESS SHEAR STRENGTH STEEL CURING TEMPERATURE SEGMENTS © Thomas Telford and ICE 1981 LEEDS UNIVERSITY DUNDEE UNIVERSITY Proc. Instn Ciu. Engrs...
Journal Articles
Proceedings of the Institution of Civil Engineers (1981) 70 (3): 557–565.
Published: 01 August 1981
... Hancock The first use we know of glued segmental construction was about 1961 for columns in Coventry Cathedral, where the joints were machined to fit. The next technique was casting adjoiningsegments against a steel separating plate. Match-casting was used at Glasgow Airport in 1964 for prestressed...
Journal Articles
Proceedings of the Institution of Civil Engineers (1980) 68 (4): 701–718.
Published: 01 November 1980
...WJR SMYTH; R BENAIM; CJ HANCOCK © Thomas Telford and ICE 1980 OVE ARUP MOWLEM MATCH METROS METROPOLITAN PRESTRESSED CONCRETE EPOXY ERECTION PROPORTIONS FOUNDATIONS CREEP LEVELS VIADUCTS DESIGN DECKS SEGMENTS RESINS CANTILEVER ARTICULATION MATCH CAST TENDERS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1977) 62 (2): 293–299.
Published: 01 May 1977
... DIAPHRAGM PUMPED STORAGE TIDAL CONCRETE TEMPORARY SEGMENTS PILES DRIVEN PUMPING STATIONS COFFERDAMS WALLS GROUND OUTFALLS SEGMENTAL WORKS LININGS SHEET PILING GOSCOTE UK Proc. Instn Civ. Engrs, Part 1, 1911, 62, May, 293-299 7992 DISCUSSION Construction of Goscote sewage...
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers (1976) 60 (3): 345–365.
Published: 01 August 1976
...ML COOPER © Thomas Telford and ICE 1976 FILL CONSTRUCTION RAW CIRCULAR PRECAST BOLTED WORKS ORGANISATION PERMANENT RECLAMATION EXCAVATING SEGMENTS CRACKING BACKFILLING SEWAGE GROUND COFFERDAMS CONCRETE LININGS DESIGN METHODS COSTS GEOLOGY EXCAVATIONS REINFORCED...
Journal Articles
Proceedings of the Institution of Civil Engineers (1976) 61 (1): 89–108.
Published: 01 March 1976
...HSH THOMAS; BRE Proc. Instn Civ. Engrs, Part 2, 1976. 61, Mar., 89-108 7868 Structuralperformanceof a temporary tunnel lined with spheroidal graphite cast iron H. S. H. THOMAS, ESC, MPhil* An experimental liningof spheroidal graphite iron built from ringsof twelve segments and a key.was used...
Journal Articles
Proceedings of the Institution of Civil Engineers (1976) 61 (1): 41–58.
Published: 01 March 1976
... JACOBIAN MATRIX MOVEMENT SYMMETRICAL PLANE CORRELATION THEORY ENDS SPEED COMPOSITE BIAXIAL RESTRAINT METHODS ITERATIVE THRUST BENDING SEGMENTS ITERATION PATH PIN ENDED Proc. Instn Civ. Engrs, Part 2, 1976, 61, Mar., 41-58 . 7860 The ultimate strength of biaxially restrained columns K...
Journal Articles
Proceedings of the Institution of Civil Engineers (1974) 57 (1): 129–142.
Published: 01 March 1974
...RT JARMAN; AL DOWNING; CM DE TURVILLE; CEGB © Thomas Telford and ICE 1974 CENTRAL ELECTRICITY GENERATING BOARD CEGB DISPERSION ESTUARIES MEASUREMENT OUTFALLS REFINERIES DISTRIBUTION SALINITY SEGMENTS CALCULATIONS EXPERIMENTS HEAT CONTINUOUS SITES POWER STATIONS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1973) 54 (4): 717–746.
Published: 01 November 1973
..., the wish can be father to the thought! D41. At London Bridge the only bridge erection in thetrue sense might be the steel gantry, because the cofferdams are dock or maritime work, the shafts with grouted segments are tunnel work, the abutments are retaining walls, the units are precast concrete work...
Journal Articles
Proceedings of the Institution of Civil Engineers (1969) 44 (4): 323–340.
Published: 01 December 1969
... withprecast concrete segments: this unusual approach resultedinsavingsincosts,details of which are given. The Paper sets out not onlyto explain how the tunnel was designed and constructed but also to justify why the stated design was chosen, how it was arrived at, what alternative solutions wereconsidered...
Journal Articles
Proceedings of the Institution of Civil Engineers (1969) 43 (4): 527–552.
Published: 01 August 1969
... beams were cast in separate segments, beingsubsequentlyjointedandstressed bymeans of externalcables.Thebridge was constructed in 26 months. Information is given regarding the cost of the work and quantitiesof materials used. Introduction The design for this bridge by A. A. W. Butler and M. V. Woolley...
Journal Articles
Proceedings of the Institution of Civil Engineers (1965) 31 (1): 1–24.
Published: 01 May 1965
... CONCRETE EXPERIMENTAL CAST IRON DIGGERS STABILITY ELECTRICAL SCREENING BONDING SEGMENTS KNUCKLES CONTRACTS ORGANISATION EQUIPMENT TRACK CONSTRUCTION VENTILATION SIGNALLING AUTOMATIC TRAINS STATIONS UNDERPINNING VICTORIA LINE LONDON UK For discussion at an Ordinary...

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