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ICE Proceedings
E-ISSN
:
1753-7789
Volume 90, Issue 2, April 1991
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RIVER DEE VIADUCT: DESIGN.
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pp.
237–257
Authors:
J R SAUNDERS; BS 5400
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14027
Proc. Instn Cio. Engrs, Part 1, 1991, 90, Apr., 237-257 PAPER 9720 STRUCTURAL AND BUILDING BOARD River Dee Viaduct :design J. R. SAUNDERS, FIStructE, MIHT* The River Dee Viaduct carries the single carriageway of the new Newbridge bypass across the deep valley of the River Dee in the County of Clwyd, North Wales. The topography and road alignment mean that the carriageway is about 60 m above river level and the tallest pier is 46.7 m high. Excavations up to 20 m deep were required for large concrete spread footings, with hollow rectangular reinforced concrete piers supporting the viaduct...
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RIVER DEE VIADUCT: CONSTRUCTION
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pp.
259–280
Authors:
C G THOMAS; S D BOURNE
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14028
Proc. Instn Ciu. Engrs, Part 1, 1991, 90, Apr., 259-280 PAPER 9721 STRUCTURAL AND BUILDING BOARD River Dee Viaduct: construction C. G. THOMAS, MA(Oxon), MICE* S . D. BOURNE, BSc, MSc, DIC, MICE? This Paper describes the methods employed by the contractor during the planning and construction of the foundations, substructure and superstructure of the River Dee Viaduct at Newbridge, Clwyd, North Wales. The 350 m long viaduct, believed to be the highest multispan viaduct of its type in the United Kingdom, carries a single carriageway road across a steep valley at a height of approximately 60 m above river-bed level...
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THE VICTORIA PROJECT, SRI LANKA: PROJECT PLANNING AND DESIGN OF VICTORIA DAM.
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pp.
281–311
Authors:
P A A BACK; W T MEE
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14029
P m . Inan Ciu. Enurs, Part 1, 1991,90, Apr., 281-311 PAPER 9520 WATER BOARD \ The Victoria Pl'oject, Sri La project planning and desig P.A. A. BACK, BSc, DPhil, FEng, FICE* W.T. MEE,BSc, FICEt The Victoria Project on the Mahaweli Ganga, the longest and largest river in Sri Lanka, is f the antral element of the Master Plan that incorporates the development o four major dams. It provides the largest single power source and also secures the developmmt of major areas of irrigation...
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THE VICTORIA PROJECT, SRI LANKA: CONSTRUCTION OF VICTORIA DAM.
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pp.
313–348
Authors:
K L COLE; P C NEAL; BLONDIN
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14030
Prm. Insfn Ciu. Engrs, Part 1, 1991.90, Apr., 313-348 PAPER 9528 a - WATER BOARD .,.:wpT ..,; I \ The Victoria Project, Sri L a 1 construction of Victoria D a K. L. COLE, MICE* P.C.NEAL, BTech, BEng, MICEt Reservoir impounding behind the Victoria Dam began in 1984, following a four-year construction period. This Paper describes the planning, implementation and control of wnstru* tion, and the influence of the river discharge regime on the programme...
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THE VICTORIA PROJECT, SRI LANKA: CONSTRUCTION OF VICTORIA TUNNEL.
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pp.
349–377
Authors:
A J H SPEIRS; P J CHAPMAN
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14031
Proc. Insrn Civ. Engrs, Part I, 1991, W,Apr., 349-311 PAPER 9648 WATER BOARD The Victoria Pr \\ construction o' 4 A. J. H. SPEIRS, B k MICE* P. J. CHAPMAN, CEngt Reservoir impounding behind the Victoria Dam on the River Mahaweli Ganga, Sri Lanka, began in 1984. following a four-year construction period. This Paper dcscribsthe planning, plant and procedures adopted for the wnstruction of the twin intakes, tunnel and surge chamber forming the major of the water supply system to the 210 MW power-station...
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THE VICTORIA PROJECT, SRI LANKA: VICTORIA POWER-STATION.
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pp.
379–396
Author:
B CREBER
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14035
Proc. Iwrn Ciu. Engrs, Part 1, 1991.90, Apr., 379-396 PAPER 9569 BOARD WATER .. . r \ The Victoria Victoria POW B. CREBER, BSC, MICE* The Victoria Power-Station forms part ofthe Victoria Project on the Mahaweli Ganga in Sri Lanka and it provides the country's largest single power source. The Paper describes the planning,designandconstructionofthecivilengineeringworks,includingproblems encountered, and also describes, outline, the electrical and mechanical works. in Introduction The studies leadingup to the selection of the locationand installed capacity of the Victoria Power-Station and itsplace in the cascade developmentof the Victoriadescribed in referena 1...
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DEFORMATION OF SEGMENTAL POST-TENSIONED PRECAST BRIDGES AS A RESULT OF CORROSION OF THE TENDONS.
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pp.
397–419
Authors:
D J WOODWARD; D L S WILSON; TRRL
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14036
Proc. Instn Ciu. Engrs, Part 1, 1991, 90, Apr., 397419 PAPER 9579 STRUCTURAL AND BUILDING BOARD Deformation of segmental post-tensioned precast bridgesas a result of corrosion of the tendons The sudden collapse of Ynys-y-Gwas Bridge as a result of corrosion and fracture of posttensioned tendons where they crossed the segmental joints caused concern for other bridges of similar construction. This Paper describes load tests on the edge beams taken from the bridge, and a supporting analytical study. The objective was to determine whether or not tendon failures in segmental structures can be detected at an early stage by monitoring structural deformation...
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KNOWLEDGE-BASED PROCESSING FOR STRUCTURAL DESIGN. (INCLUDES APPENDICES.)
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pp.
421–426
Authors:
B KUMAR; B H V TOPPING; DESCON
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14038
Proc. Instn Ciu. Engrs, Part 1, 1991, 90, Apr., 4 2 1 4 4 6 PAPER 9682 COMPUTER APPLICATIONS AND METHODS GROUP Knowledge-based processing for structural design B. KUMAR, BSc, MSc, PhD* B. H. V. TOPPING, BSc, PhD, MBCS, MICE, MIStructE, FIMA? ThisPaperillustratestherole of knowledge-basedtechnology (KBT) in computer-aided structural engineering design (CASD), and it presents a prototype knowledge-based system illustrating the application of KBT to CASD. The concept of non-monotonic reasoning is describedwithrespecttostructuralengineeringdesign...
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DESIGN AND PERFORMANCE OF WEATHERING STEEL BRIDGES ON SCOTTISH TRUNK ROADS.
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pp.
447–462
Authors:
D HALDEN; BS 4360
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14039
Proc. Instn Ciu. Engrs, Part 1, 1991, 90, Apr., 441462 PAPER 9689 STRUCTURAL AND BUILDING BOARD Design and performanceof weathering steel bridges on Scottishtrunk roads D. HALDEN, BSc, MEng, MICE* Weathering steel bridges have now been in use in Scotland for over 20 years. The first trunk road weathering steel bridge was constructed in 1973 and there are now over 20 bridges located throughout the Scottish trunk road network. Some early bridges were constructed from Corten steel but most have used BS 4360 WR 50C steel...
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DISCUSSION OF 9428-30D. SINGAPORE MASS RAPID TRANSIT SYSTEM. (INCLUDES CORRIGENDA).
More details
pp.
463–502
Authors:
T W HULME; P H J CHAPMAN; POK SHEUNG FOO; P S FOO; J P COPSEY; D R GUTTERIDGE; G EASTWOOD; G CROOK; B KRAFT; P SRIPATHY; L A C POTTER; J W SHIRLAW; A J HOWARD; G LANCE; D P NICHOLSON; A C D MALCOLM; E
Document Type:
Discussion
DOI
:
10.1680/iicep.1991.14040
Proc. Instn Ciu. Engrs, Part 1, 1991, W,Apr., 463-502 9428-30 DISCUSSION TRANSPORTATION ENGINEERING GROUP Singapore Mass Rapid TransitSystem T. W. Hulme, P. H. J. Chapman, Pok Sheung Foo, J. P. Copsey, B. Kraft, P. Sripathy, L. A. C. Potter andJ. N. Shirlaw Authors' introduction In this introduction, we should like to elaborate on some financial and ridership aspects. The programme for construction was originally determined by the decision to limit expenditure on the MRT to an average of 5% of that part of the annual budget allocated to development...
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DISCUSSION. REINFORCED EARTH TRIAL STRUCTURE FOR DEWSBURY RING ROAD.
More details
pp.
503–505
Authors:
C J F P JONES; J B CRIPWELL; D I BUSH; D A FERNANDO
Document Type:
Discussion
DOI
:
10.1680/iicep.1991.14041
Proc. Instn Ciu. Engrs, Part 1,1991, 90, Apr., 503-505 9518 DISCUSSION ENGINEERING GROUND GROUP Reinforced earth trial structure for Dewsbury ring road C. J.F. P. Jones, J. B. Cripwell and D. I. Bush D. A. Fernando, TH Technology Ltd, Croydon This is an excellently illustrated Paper, but I was disappointed that the Authors did not address somekey issues related to the use of pulverized fuel ash (PFA)as a fill material for reinforced earth construction...
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INFORMAL DISCUSSION. REDEVELOPMENT OF TERMINAL 3, HEATHROW AIRPORT.
More details
pp.
507–510
Authors:
P FOX; P A LEGG; S J LITTLEWOOD
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14042
Proc. Instn Ciu. Engrs, Part 1, 1991,90, Apl 507-510 INFORMAL DISCUSSION TRANSPORTATION ENGINEERING GROUP Redevelopment of Terminal 3, Heathrow Airport Introducers P. FOX, BSc, MICE* P. A. LEGGt Reporter S. J. Littlewood, BSc, MICE* Mr Fox opened his introduction by describing the four main objectives of the Terminal 3 redevelopment project. These were (a) creation of larger passenger handling areas (b) streamlining of passenger flow routes (c) modernization of all services and improvement of environmental aspects (d) expansion of commercial facilities...
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HALF-DAY MEETING. URBAN WATERSIDE DEVELOPMENT.
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pp.
511–519
Authors:
D LOCK; L M WINTER; P LACEY; L C EPPEL
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14043
Proc. Instn Civ. Engrs, Part 1 1991, 90, Apr., 511-519 , HALF-DAY MEETING MARITIME ENGINEERING GROUP Urban waterside development Introducers D. LOCK, DipTP, MRTPI* L. M. WINTER, RIBAT P.LACEY, FICE$ L. C. EPPEL, FSVA$ Reporters P. McGairy, MA, BTP,MRTPI,* S. Hargreaves, BA, DipArch, RIBA,? R. J. T. Bennett, BSc, MICE$ and L. C. Eppel,FSVAS Professor Lock focused on a case studyof Greenland Dock-a waterside regeneration project inLondon's Docklands which turned one of the most neglected corners of the London Borough Southwark from dereliction and of decay into one of the most sought-after mixed useneighbourhoods in London...
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