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ICE Proceedings
E-ISSN
:
1753-7789
Volume 80, Issue 2, April 1986
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THE CONSTRUCTION OF KYLESKU BRIDGE.
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pp.
317–342
Author:
JM MARTIN
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.737
Proc. lnstn Ciu. Enyrs, Part I, 1986,80, Apr., 317-342 8959 GROUPENGINEERING STRUCTURAL The construction Kylesku Bridge of J. M. MARTIN, BSC, MICE* The Paper outlines the principal features of the design of the Kylesku Bridge, paying particular attention to the interaction between design and construction method, and discussing the factors affecting the construction sequence. The methodsof construction for each elementof the bridge are discussed in detail, with attention to the development of the original design details to accommodate the requirementsof the chosen construction techniques, the double splayed pier legs, the incrementally constructed main span cantilevers and the 640 t precast centre section of the main span...
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HEATHROW AIRPORT TERMINAL 4: PLANNING.
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pp.
343–366
Author:
G D BELL
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.738
Proc. Instn Civ. Engrs, Part 1, 1986,80, Apr.,343-366 8968 GROUP TRANSPORTATION ENGINEERING Heathrow Airport Terminal4 :planning G. D. BELL. MICE* This Paper describes the background to British Airport Authority's decision to develop the terminal complex is also fourth terminal atHeathrow.The planning concept of the described. The means of providing additional airport capacity in the South East has been fiercely debated for twenty years or more and has been the subject of Inter-Departmental all thesedeliberationsare Inquiries,PlanningInquiriesandGovernmentWhitePapers; described in the Paper...
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HEATHROW AIRPORT TERMINAL 4: DESIGN OF CIVIL AND STRUCTURAL WORKS.
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pp.
367–384
Authors:
G M J WILLIAMS; P A RUTTER
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.739
Proc. Instn Cio. Engrs, Part 1,1986,80, Apr., 367-384 8966 GROUP TRANSPORTATION ENGINEERING Heathrow Airport Terminal4: design of civil and structural works G. M. J. WILLIAMS, MA, FEng, FICE, FIStructE, FASCE, MConsE* P. A. RUTTER, MSc, FICE, FIStructE, MConsE* This Paper reviews the civil and structural engineering design of Terminal 4 at Heathrow Airport; planning and architectural aspects have been covered in Paper 8968. The site investigations are described and also the measures to exclude groundwater from the lower levels of the building...
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HEATHROW AIRPORT TERMINAL 4: MANAGEMENT AND CONSTRUCTION.
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pp.
385–411
Author:
K WILLIAMS
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.740
Proc. Instn Ciu. Enyrs, Part 1, 1986,80, Apr., 385-41 1 8967 GROUP TRANSPORTATION ENGINEERING Heathrow Airport Terminal 4 : management and construction This Paper sets out to describe the site related activities and organization of the Managing Contractor during the construction period of the Terminal 4 project. It covers major aspects of construction in civil, building and Mechanical and Electrical production sections. It also illustrates the support services sections of the Managing Contractor's organization which include planning, commercial, quality control, site safety and industrial relations...
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ASSESSING THE RELIABILITY OF SUPPLY AND LEVEL OF SERVICE FOR WATER DIS TRIBUTION SYSTEMS.
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pp.
413–428
Authors:
G GERMANOPOULOS; PW JOWITT; JP LUMBERS
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.741
Proc. Znstn Ciu. Engrs, Part 1, 1986,80, Apr., 413-428 8969 GROUP WATER ENGINEERING Assessing the reliability supply and level of of service forwater distribution systems G. GERMANOPOULOS, BSc(Eng), MSc, DIC, ACGI* P. W. JOWITT, BSdEng), PhD,DIC, ACGI* J. P. LUMBERS, BSc, MSc, MICE, MIPHE* A methodology is presented for assessing the security of supply from a water distribution or system associated with different network failure events such as burst mains source failures...
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A8 PORT GLASGOW EASTERN SECTION: DESIGN AND CONSTRUCTION. (TELFORD MEDAL PRIZE-WINNING PAPER).
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pp.
429–449
Authors:
D DROY; A MCGOWN; DC MANN; TELFORD; ROWE
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.742
Proc. Instn Civ. Engrs, Part 1, 1986,80, Apr., 429-449 8953 GROUP MANAGEMENT ENGINEERING A8 Port Glasgow eastern section: design and construction D. DROY, BSc, MICE* A. McGOWN, BSc, PhD, MICE, MIHT, FGSt D. C . MANN, BSc, MICE$ The Paper describes the planning, design and construction of the eastern bypass to Port Glasgow-the last section of the A8 route from Edinburgh to Glasgow and on to Greenock. of The choice of a foreshore alignment withan embankment constructed on deposits highly compressiblealluvium is explained...
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THE USE OF CONCRETE BLOCKS FOR AIRCRAFT PAVEMENTS.
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pp.
451–464
Author:
JA EMERY
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.743
Proc. Instn Cic. Enqrs, Part 1, 1986.80, Apr..451-464 9005 GROUP TRANSPORTATION ENGINEERING The useof concrete blocks for aircraft pavements J. A. EMERY, BA, MICE, MIHT, M A K E * The Paper describes trials and tests at Luton Airport to assess the suitability of concrete blocks as a surface for aircraft pavements which are subjected to slow moving and static aircraft loadings. The results of the trials indicated that concrete blocks have certain advantages over the pavement-quality concrete and Marshall asphalt surfaces traditionally used for aircraft pavements...
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CONSTRUCTION OF CAPE PERON OCEAN OUTLET PERTH, WESTERN AUSTRALIA.
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pp.
465–491
Authors:
BG COX; KJ KELSALL
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.744
Proc. Instn Cit.. Engrs, Part 1, 1986,80, Apr., 465-491 8937 GROUP WATER ENGINEERING Construction of Cape Peron ocean outlet Perth, Western Australia Eutrophication of Cockburn Sound's 100 km2 of largely land-locked waters lying about 20 km south of Fremantle, Western Australia was well advanced in 1979 when an a environmental study confirmed that nutrients from a number of industries and from major primary wastewater treatment plant operated by the Metropolitan Water Authority were causing extensive algal blooms.' In June 1980, the Government initiatedseveral measures to remedy this degradation of the sound's ecosystem...
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DISCUSSION. DINORWIG PUMPED STORAGE SCHEME.
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pp.
493–536
Authors:
JA BAINES; VG NEWMAN; IW HANNAH; TH DOUGLAS; WJ CARLYLE; IL JONES; DM EATON; G ZERONIAN; ADM PENMAN; RN BURBRIDGE; G DUNTON; GB MURDOCH; F SHRIMPTON; R BUNN; AG COOK; GT COPELAND; RD HARMAN; CHARLES
Document Type:
Discussion
DOI
:
10.1680/iicep.1986.745
Proc. Instn Ciu. Engrs, Part 1, 1986,80,Apr., 493-536 8739 DISCUSSION Dinorwig pumped storage scheme J. A. Baines, V. G. Newman, I. W. Hannah, T. H. Douglas, W. J. Carlyle, I. L. Jones, D. M. Eaton and G. Zeronian Dr A. D. M. Penman, Geotechnical Consultant I would like to describe the deflection measurements that I made while I was still with the Geotechnics Division of the Building Research Station; thesubject for a paper shortly to appearin International Water Power and Dam Construction...
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DISCUSSION. SELBY DIVERSION OF THE EAST COAST MAIN LINE: CONSTRUCTION.
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pp.
537–552
Authors:
RW COLLINGWOOD; TH FENWICK; PG PAYNE; GJC JEBB; AW BERRYMAN; M COUCHMAN; WGK FLEMING; S THORBURN; FH HUGHES; EF HUMPHRIES; WM LEWIS; GH COPE; JE SPINDEL
Document Type:
Discussion
DOI
:
10.1680/iicep.1986.746
Proc. Insln Civ. Engrs, Part 1,1986,80, Apr., 537-552 8821 DISCUSSION TRANSPORTATION ENGINEERING GROUP Selby diversion the East Coast Main Line of : construction R.W.Collingwood and T.H. Fenwick Mr Fenwick Fig. 21 illustrates one ofthedefects discovered insome of the large diameter bored piles involved in the bridge construction. Three main lessons may learned from be these defects. (a) The value of 10 kN/mZ for ground cohesion normally adopted to determine whether permanent liners or only temporary liners are required for casing the bore may be too It would be more prudent to pile low...
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3.79Mb
SEA OUTFALLS - A REVIEW OF FAILURE, DAMAGE, AND IMPAIRMENT MECHANISMS.
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pp.
553–557
Authors:
RA GRACE; DV ELLIS; JA CHARLTON; PA DAVIES; KP MACKIE; PJD NEVILLE-JONES; PJD NEVILLE JONES
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.747
Proc. Instn Civ. Engrs, Part 1, 1986,80, Apr., 553-557 8766 WATER ENGINEERING DISCUSSION GROUP Sea outfalls-a review of failure, damage, and impairment mechanisms R.A. Grace Dr D. V. Ellis, University of Victoria, Canada The Paper providesa useful review of sanitary sewer problems, but mentions only one marine mine tailings outfall:'6~''0 thatof the JordanRiver copper mine which was built and failed on a high energy shoreline. Jordan River is on the west coast of Canada, where the practice of marine disposal of tailings is extensive and has had a long history...
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THE STRUCTURAL DESIGN OF HEAVY INDUSTRIAL PAVEMENTS.
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pp.
559–573
Authors:
J KNAPTON; DC GRAY; G BELL; JM BRUNTON; SF BROWN; JW BULL; AA LILLEY; GR WOODMAN
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.748
Proc. InstnCiv. Engrs, Part 1,198680, Apr., 559-573 8841 DISCUSSION TRANSPORTATIONGROUP ENGINEERING The structural design of heavy industrial pavements J. Knapton Mr D. C . Gray, Posford, Pavry & Partners The design method described interesting but there are some anomolies. is 50. The design thickness of the base is more sensitive to a doubling in PAWL value than to a doubling of the number of vehicle movement repetitions. For example, consider a gantry crane four wheels at each side, with wheel loads of with 20 t each and tyre pressures of 0...
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AN ANCHORED FILL HARBOUR WALL USING SYNTHETIC FABRICS.
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pp.
575–587
Authors:
GT KEMPTON; RW ENTWISTLE; MJ BARCLAY; C JONES; M JONES; D KINGSTON; P JOHNSON; F HUGHES; JH DIXON; DH BARKER
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.749
Proc. Instn Cio. Engrs, Part 1, 1986,80, Apr., 575-587 ENGINEERING DISCUSSION GROUND 8820 GROUP An anchored fill harbour wall using synthetic fabrics G. T. Kempton, R. W. Entwistle and M. J. Barclay Authors' introduction Under discussion is an application of the composite materialwhich McGown and Andrawes have named `Ply-soil'. The reinforcement in `Websol' works at elastic strains two orders magnitude greater than can occur steel and comparable to of in strains in active soil. It is therefore interesting that Websol and other Ply-soil structures are performing in an apparently similar way to steel-reinforced soil structures...
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DESIGN AND CONSTRUCTION OF THE JALO-KUFRA ROAD - LIBYA. DISCUSSION.
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pp.
589–596
Authors:
CB PAGET; SB ERIKSEN; FJ PARKER; H GRACE; T HAWKINS; P TINDALL; SJ TRANTER; NS COLLIE; JWE CAMPBELL
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.750
Proc. Znstn Ciu. Engrs, Part 1, 1986,80, Apr., 589-596 DISCUSSION 8876 TRANSPORTATION ENGINEERING GROUP Design and constructionof the Jalo-Kufra Road-Libya C. B. Paget and S. B. Eriksen Mr C. B. Paget While not a particularly complicated project, the Jalo-Kufra Road has several features of interest to other designers of desert roads, not least of which is its immense lengthof 625 km over generally inhospitable terrain. 110. The location was chosen partly to conform to boundaries of oil concessions and partly to avoid areas of dunes andwind-blown sand...
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INFORMAL DISCUSSION. AIR CARGO HANDLING.
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pp.
597–600
Authors:
EG HORTON; S BAYS
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.751
Proc. Instn Cin Engrs, Part 1, 1986,80, Apr., 597-600 INFORMAL DISCUSSION TRANSPORTATION ENGINEERING GROUP Air cargo handling Introducer E. G . HORTON* Reporter S. Bays* The air cargo industry in recent years has seen an upsurge in volume with an associated need to handle freight more efficiently and meet reduced close out times to minimize aircraftturn round on the ground. Air cargo loads are palletized and/or containerized and weighed on purpose made handling equipment, stored in consignments prior to despatch via ground support and aircraftloadingequipment tothe aircraft andloaded incorrect weight order to suit aircraft trim...
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INFORMAL DISCUSSION. PATENTS IN RELATION TO CONSTRUCTION.
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pp.
601–603
Authors:
JV GOODFELLOW; GA PATERSON
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.752
Proc. lnstn Civ. Engrs, Part 1, 1986,80, Apr., 601-603 INFORMAL STRUCTURAL DISCUSSION ENGINEERING GROUP Patents in relationto construction Introducer J. V. GOODFELLOW, BSc(Eng), ACGI* Reporter G. A. Paterson, BSc(Eng)t Mr Goodfellow commenced by defining Patents asone form of legal protection for intellectualproperty, that is, the produce of man's intelligence and powers of expression. There are other forms of legal protection-Copyright, Trade Marks and Registered Designs, which do not have a great deal of interest for the construction industry...
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INFORMAL DISCUSSION. SURFACE DRESSING.
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pp.
604–607
Authors:
P R SIRS; M W HESLOP; M J ELBORN; C VEYSEY
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.753
Proc. Instn Cio. Engrs, Part 1, 1986,80, Apr., 604607 INFORMAL DISCUSSION TRANSPORTATION ENGINEERING GROUP Surface dressing Introducers P. R. SIRS, FIHT* M. W. HESLOP, BA, MIHTt M. J. ELBORN, MICE, MIHTS Reporter c.Veysey, MICE, MIHTj The caseforsurfacedressing as a technique for providing a waterproofseal, arresting disintegration and providing a non-skid surface for any type of road, from motorways to country lanes, was clearly made, and the introducers stressed the vital role of surface dressing in the current economic climate, but pointed out that itdid not improve the road contour the strengthof pavement...
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INFORMAL DISCUSSION. WHICH WAY TO MANAGEMENT?
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pp.
608–610
Authors:
J SHEPPARD; BK JONES; CC NEW; LC PLUMB; K SWANN; DC MAXWELL
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.754
Proc. Instn Ch. Engrs, Part 1, 1986,80, Apr., 608-610 INFORMAL DISCUSSION Which way to management? Introducers J. SHEPPARD, BSc* B. K. JONES, MSc* C. C. NEW, MA, MSc, PhD? L. C. PLUMB, YlMechE, MRAeS, FInstDf K. SWANN, MSc, MIMechE, MIProdE, MIIMS Reporter D. C. Maxwellll Thepurpose of themeeting was togainaperspective of threeeducational approaches to arriving at some degreeof management knowledge. Mrs Sheppard, course director of the part-time Master of Business Administration(MBA) course at KingstonRegional ManagementCentreintroduced details of the course which has been running for the past two years...
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INFORMAL DISCUSSION. ANTHROPOLOGY AND ENGINEERING: APPROACHES TO THE S OCIAL CONTEXT OF DEVELOPMENT PROGRAMMES.
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pp.
611–614
Authors:
A REW; A GORDON; D CURTIS; D BUTCHER; M HOWES
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.755
Proc. Instn Ciu. Engrs, Part 1,1986,80, Apr., 611-614 INFORMAL DISCUSSION ENGINEERING MANAGEMENT GROUP Anthropology and engineering approaches to the : social contextof development programmes Introducers A. REW, PhD A. GORDON* D. CURTIS, PhD D. BUTCHER, PhD Reporter M. Hoves, PhD Dr Rew started by pointing out that the projects undertaken engineers-which by might involve the physical construction of a road, a bridge or a hospital-would also generally entail the construction or re-construction of the communities in which people lived...
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INFORMAL DISCUSSION. THE SEWAGE TREATMENT OPTIMIZATION MODEL.
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pp.
615–617
Authors:
B SPEARING; D WRIGHT; STOM
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.756
Proc. Instn Ciu. Engrs, Part 1, 1986,80, Apr., 615-617 INFORMAL DISCUSSION WATER ENGINEERING GROUP The sewage treatment optimization model Introducer B. SPEARING, BSc, BA, MIWES* Reporter D. Wright, PhD, ACGI, DIC, FICE, MIWES, MASCEt The meeting opened with a reference to the origin of the sewage treatment optimization model (STOM)which had been developed on a collaborative basis as an aid for the cost effective design of sewage treatment works. The Water Research Centre (WRc) had taken over the development of the model in the knowledge that professionals from all sides ofthe water industry had shared shaping the model in and needed the facilities which it offered...
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INFORMAL DISCUSSION. DEPOT LAYOUT AND DESIGN.
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pp.
618–620
Authors:
EGE WEBBER; EA JACKSON; M FARRALL; AG SPRINGSGUTH
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.757
Proc. Instn Ciu. Engrs, Part 1, 1986,80,Apr., 618-620 INFORMAL DISCUSSION TRANSPORTATION ENGINEERING GROUP Depot layout and design Introducers E. G . E. WEBBER, BSc, MICE* E. A. JACKSON* M. FARRALL, MCIT* Reporter A. G. Springsguth, BSc, MICE* Mr M. Farrall, Mr E. A. Jackson and Mr E. G. E. Webber introduced the topic of depot layout and design from the point of view of the operator, the maintenance engineer and the civil engineer, respectively...
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INFORMAL DISCUSSION. RIGS WALTZ IN THE WAVES, TWIST IN THE WIND.
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pp.
621–622
Authors:
EC HAMBLY; NR FIELDER
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.758
Proc. lnstn Ciu. Engrs, Part 1, 1986,80, Apr., 621-622 INFORMAL DISCUSSION BOARD MARITIME ENGINEERING Rigs waltz in the waves, twist in the wind Introducer E. c. HAMBLY, PhD, MA, FEng, FIStructE, MICE, MASCE* Reporter N. R. Fielder? Dr Hambly startedby explaining that his discussion would cover the variabilities and uncertainties of the loads andresponses of offshore structures, relating thisin particular to the dynamic responses ofjack-up drillingrigs to waves and wind. The objective was to examine the need for maintaining a sense of perspective while carrying out design...
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INFORMAL DISCUSSION. QUALITY ASSURANCE IN ENGINEERING COMPUTATION.
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pp.
623–626
Authors:
NR KITE; R FORD; MR PRINCE
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.759
Proc. Instn Ciu. Engrs, Part 1, 1986,80,Apr., 623-626 INFORMAL DISCUSSION Quality assurance in engineering computation Introducers N. R. KITE, BSc, Tech MBCS* R. FORD, MSc, BSc, AFIMA MBCSt Reporter M. R. Prince, PhD$ Mr Kite declared his intention to talk of the concepts and philosophy of quality assurance (QA) ratherthanthe technicalities of itsimplementation.Theterm quality assurance was first heard in connection with technical software as recently as five years ago. It brought to mind visions of mass production, and was generally thought inappropriate and indeed slightly offensive to the professional ear...
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INFORMAL DISCUSSION. ELECTRICITY STORAGE METHODS.
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pp.
627–629
Authors:
VG NEWMAN; JG WILTSHIRE
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.760
Proc. Instn Ciu. Engrs, Part 1, 1986,80, Apr., 627-629 INFORMAL DISCUSSION ENGINEERING ENERGY GROUP Electricity storage methods Introducer V. G. NEWMAN, BSc(Eng), FICE, FIMechE,FIEE Reporter J. G. Wiltshire, BA, FICE, FIEE The presentation and discussion concentrated on methodslarge scale electricity of storage including above and below ground hydro pumped storage, compressed air storage, flywheels, thermal storage, electro-chemical batteries and superconducting magnetic energy storage. The last named is unlikely to be feasible before the end of this century, although it has significant potential; battery technology has yet to achieve the breakthrough that necessary to justify large scale installations is and flywheels have a limited application...
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