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ICE Proceedings
E-ISSN
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1753-7789
Volume 90, Issue 3, June 1991
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CASTELLATED BEAMS.
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pp.
521–536
Authors:
P R KNOWLES; BS 5950
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14728
Proc. Instn. Ciu. Engrs, Part 1,1991, W, June, 521-536 PAPER 9513 STRUCTURAL AND BUILDING BOARD Castellated beams P. R. KNOWLES, MA, MPhil, MICE, FIHT* The process of castellation was patented in 1939. Applied mainly to rolled sections for use as beams, it has been for many years a significant feature in steel construction. The Paper describes the steps leading up to the invention and the early attempts to devise methods of calculating the load carrying capacity and deflexion of castellated beams...
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RESURFACING RUNWAYS ON MILITARY AIRFIELDS.
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pp.
537–545
Authors:
J C PARISH; PSA
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14729
Proc. Instn Cio. Engrs, Part 1, 1991, W, June, 537-545 PAPER 9604 PANEL AIRPORTS Resurfacing runways military airfields on J. C. PARISH, BSC,MICE* The properties required of the surfacing on a runway of a military airfield are described, and distinctions are drawnbetween the needs for the ends of the runway and for the main interior length. The extent to which various materials or combinations of materials satisfy the respective requirements is discussed. For each material, references are made to experiences during surfacing or maintenance which illustrated potential shortcomings or pointed to a need for attention to particular aspects in either design or specification...
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MAJOR AND ROUTINE MAINTENANCE OF MANCHESTER AIRPORT'S MAIN RUNWAY AND ASSOCITATED TAXIWAYS.
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pp.
547–562
Author:
W S DAVIES
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14730
Proc. lnstn Ciu. Engrs, Part 1, 1991, 90, June, 547-562 PAPER 9605 AIRPORTS PANEL Major and routine maintenance of Manchester Airport's main runway andassociated taxiways W. S. DAVIES, BSc, MICE, MIHT, CDipAF* In August 1980, when the project for the resurfacing and strengthening of the main runway at Manchester Airport was completed, thethroughput per annum at theAirport was 4442083 passengers and 83 280 aircraft movements, ofwhich 58457 were air transport movements. In 1989, after nine years of continuous growth, the airport had a throughput per annum of 10 733 874 passengers and 154864 aircraft movements, of which 121 410 were air transport movements...
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ASPHALT SURFACING OF RUNWAYS: A CONTRACTOR'S VIEW ON UK SPECIFICATIONS AT HOME AND ABROAD.
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pp.
563–573
Author:
G E BROADHEAD
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14731
Proc. Instn Civ. Engrs, Part 1, 1991, 90, June, 563-573 PAPER 9606 PANEL AIRPORTS Asphalt surfacing of runways contractor's :a view on UK specifications at home and abroad G. E. BROADHEAD, BSc(Eng), MICE. FIHT, FIAT* The Paper describes some of the practical and technical aspects of the role of an asphalt contractor in the surfacing of aircraft pavements. It relates, in particular, to Marshall asphalt (asphaltic concrete) and friction course surfacings constructed in accordance with the detailed method and end-result specifications prescribed by theProperty Services Agency and the British Airports Authority for military and civil aircraft...
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RUNWAY RESURFACING EXPERIENCES.
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pp.
575–586
Authors:
G E AUSTIN; BAA
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14732
Proc. fnstn Cio. Engrs, Part 1, 1991,90, June, 575-586 PAPER 9607 AIRPORTSPANEL Runway resurfacing experiences G . E. AUSTIN, MICE, MCIT* BAA Plc, formerly British Airports Authority, has undertaken two major programmes of runway resurfacing. The first, initiated in 1971 at Prestwick Airport, included Gatwick and the two main parallel runways at Heathrow Airport completed in 1973 and 1974. Glasgow Airport's main runway was also resurfaced at this time to BAA specification before BAA took over the airport from the City...
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PROVISION OF SANITATION FACILITIES FOR SURVIVORS OF THE RUIZ DISASTER, COLOMBIA.
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pp.
587–604
Authors:
J D B ASHWORTH; M R NORTON; B WALTON
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14733
Proc. Instn Civ. Engrs, Part 1 1991, 90, June, 587-604 , PAPER 9681 WATER BOARD Provision of sanitation facilities for survivors of the Ruiz disaster, Colombia J. de B. ASHWORTH, BSC, MICE FIWEM* M. R. NORTON, BSc, MICE, F I W E M ~ B. WALTON, MICE, MIWEMt A volcanic eruption of Mount Ruiz in Colombia on 13 November 1985 precipitated mud slides which destroyed the town of Armero, killing 23000 people. The survivors were rehoused in the neighbouring towns of Lerida and Guayabal, with the assistance of government and international aid programmes...
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EVALUATION OF SITE-DEPENDENT SPECTRA FOR EARTHQUAKE-RESISTANT DESIGN OF STRUCTURES IN EUROPE AND NORTH AMERICA.
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pp.
605–626
Author:
A M CHANDLER
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14734
Proc. Instn Ciu. Engrs, Part 1, 1991,90, June, 605-626 PAPER 9705 GROUND BOARD Evaluation of site-dependent spectra for earthquake-resistant design of structures in Europe andNorth America A. M. CHANDLER,BSqEng), PhD, MICE* Earthquake building codes specify design loadings in terms of idealized elastic response spectra. These are intended to allow for the effects of different soils and geological conditions, earthquake magnitude and epicentral distance by the inclusion of approximate sitedependent criteria for earthquake-resistant design. This Paper examines the seismic design provisions of Eurocode EC8 (1989), the USA Uniform Building Code UBC (1988) and the National Building Code of Canada NBCC (1990),in comparison with the results of a detailed statistical analysis of the spectral shapes of 45 ground motionrecords obtained from 25 earthquakes from the Western USA, Europe, the Middle East and the Southern Pacific...
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TECHNICAL NOTE. A MODEL FOR DETERMINING OPTIMUM CRANE POSITION.
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pp.
627–634
Authors:
C W CHOI; F C HARRIS
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14735
Proc. Instn Cio. Engrs, Part 1, 1991,90, June, 627-634 TECHNICAL NOTE 558 PROJECTS MANAGEMENT GROUP A model for determining optimumcrane position c.W. CHOI, MSc, MCIOB* F. c.HARRIS, BEng, MSc,PhD, MICE, MCIOBt Introduction The consideration of construction site layout from the operational point of view is an indivisible part of construction planning, as the physical factors of a site often have a direct bearing on the method, sequence and duration of every site activity. However, construction managers often design site layouts in a subjective way, without formal consideration of the quantitative criteria; the resulting site layouts are therefore not optimized and may lead to extra transportation cost, wastage of time and of materials...
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DISCUSSION. SALFORD DOCKS URBAN RENEWAL: DESIGN, CONSTRUCTION AND MANAGEMENT OF CIVIL ENGINEERING WORKS.
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pp.
635–642
Authors:
B R HINDLE; D T JOHNSTON; R C KEMPTON; J H MORGAN; A D W SMITH; P TREADGOLD; A LORD; I FRASER; N SAICH; P GARDNER; D T SHILSTON; P LACEY
Document Type:
Discussion
DOI
:
10.1680/iicep.1991.14736
Proc. Instn Cio. Engrs, Part 1, 1991,90, June, 6 3 5 4 4 2 9451 DISCUSSION Salford Docks urban renewal:design, construction and managementof civil engineering works B. R. Hindle, D. T. Johnston, R. C. Kempton and J.H. Morgan A. D. W. Smith, Transportation, Planning and Highways Consultant Could the Authors give more details of the proportion of development allocated between industry, housing and leisure, as well as details of the future arrangements for maintenance and servicing of all the public facilities once these are in operation...
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524.47K
DISCUSSION. BRIDGES AND CULVERTS REDUCED IN SIZE AND COST BY USE OF CRITICAL FLOW TRANSITIONS.
More details
pp.
643–645
Authors:
N H COTTMAN; G R MCKAY; C VAN BEESTEN; M J KENN
Document Type:
Discussion
DOI
:
10.1680/iicep.1991.14737
Proc. Instn Civ. Engrs, Part 1, 1991, W,June, 6 4 3 4 5 DISCUSSION EERING 9543 ATER GROUP Bridges and culverts reduced size and cost in by use of critical flow transitions N. H. Cottman* and G . R.McKay* C. van Beesten, Fellow The Authors have succeeded admirably in presenting a Paper which sets out the concept of streamlined flows through constrictions in rivers by arranging the flow boundaries along lines that meet their requirement of a constant Froude number equal to unity. First impressions make the idea seem difficult to envisage in practical applications, as the developed geometry of structures appears to be too far removed from thenatural shapes of river channels...
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174.24K
DISCUSSION. MIX DESIGN FOR PFA CONCRETE. (INCLUDES CORRIGENDA).
More details
pp.
647–648
Authors:
B P HUGHES; MNA AL ANI; D R STEWART SMITH; D R S SMITH
Document Type:
Discussion
DOI
:
10.1680/iicep.1991.14738
Proc. lnstn Ciu. Engrs, Part 1, 1991,90, June, 647-648 DISCUSSION STRUCTURAL 9558 ENGINEERING GROUP Mix design for PFA concrete B. P. Hughes a n d M. N. A. Al-Ani D. R. Stewart Smith The Paper provides the first complete engineering solution to concrete mix design and considers the full rheology of the material constituents. The limitations of BS 3892 (specification for PFA for use as a cementitious component in structural concrete) have been obvious to many engineers for a number of years, and this standard would have been reviewed had not the CEN begun the development of a new Euro Standard...
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120.98K
DISCUSSION. CIVIL ENGINEERING ROUTE TO CONSTRUCTION MANAGEMENT.
More details
pp.
649–651
Authors:
B A YOUNG; A R DUFF; R BELL
Document Type:
Discussion
DOI
:
10.1680/iicep.1991.14739
Proc. lnstn Ciu. Engrs, Part 1, 1991, W,June, 649-651 9563 MANAGEMENT DISCUSSION PROJECTS GROUP Civil engineering route construction to management B. A. Young and A. R.Duff R. Bell, L. G . Mouchel & Partners Ltd The sample surveyed this Paper is very small. Irealize that thelow response rate in (37%) is not the fault of the Authors, but to include onlyeleven contractors in the survey when there are about 400 in the FCECseems veryinadequate. It is not only the small size of the contractor sample which concerns me but the fact that only contractorshave been canvassed...
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181.41K
SEMINAR. LAWYERS - WHY DO ENGINEERS NEED THEM?
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pp.
653–671
Authors:
D R CULVERWELL; D E NEALE; N BUNNI; S MUSTOW; J H PHILLIPS
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14740
Proc. Instn Ciu. Engrs, Part 1, 1991,90, June, 653-671 AL SEMINAR COMMITTEE Lawyers- why do engineers need them? Introducer D. R. CULVERWELL, MA, FICE, FCIArb* Script-writers Cameo I D. E. NEALE, FICEt Cameo I1 N. BUNNI, BSc, MSc, FIEI,FICE* Cameo 111 S. MUSTOW, BSc, FEng, F E E * Reporter J. H. Phillips, FICE,FCIArb* The increasinginterest and involvement of lawyers in the draftingand execution of construction contracts, as well as the effect upon the Institution andits members, prompted this seminar...
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SEMINAR. ROAD PRICING
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pp.
673–678
Authors:
IPG; P HILLS; A NICHOLS; H POL; P DAVIES; D BEGG; N LESTER; P GOODWIN; B OLDRIDGE; D MCINTYRE; K OASTLER; K HUDDART; C SNOWDEN; I HILTON; P TRUELOVE; K BUCHANN; J BARKLEY
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14741
Proc. Instn Ciu. Engrs, Part 1, 1991, 90, June, 673-678 POLICY SEMINAR INFRASTRUCTURE Road pricing This was the first in a series of seminars organized by the Infrastructure Policy Group tofollow up the Congestion Report. There were 124 delegates, of which 37 came from the Public Sector. Thirteen London Boroughs and consulting firms 17 were represented, as well as academics and contractors. This is indicative of the level of concern about the problemof congestion. Objectives of and objectionsto road pricing Professor P Hills (University o Newcastle-upon-Tyne) pointed out that, as ...
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SEMINAR. CO-ORDINATION OF TRANSPORT IN LONDON.
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pp.
679–681
Authors:
IPG; R ATKINS; A MAY; SIR A GREENGROSS; D BICKNELL; C STOKES; R MEADS; D BAYLISS; A TRAVERS; P GOODWIN; SIR F LAYFIELD
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14742
Proc. Instn Ciu. Engrs, Part 1, 1991, W, June, 679-681 NFRASTRUCTURE LICY SEMINAR Co-ordination of transport in London The Government's view The seminar was opened by Robert Atkins, Minister for Roads and Traffic, who ruled out strategic planning and road pricing as ways of tackling congestion in London. Responsibility for the provision of transport has to be regulated by the relevant authorities and he stated that to bring their work and plans together under a central organization is an ideal objective, not obtainable in practical terms...
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SEMINAR. AVIATION CONGESTION IN THE LONDON AIRPORTS SYSTEM.
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pp.
683–684
Authors:
IPG; C TUGENDHAT; CAA; M DONNE; M BISHOP; N ASHFORD; D DAVISON; K WILLIAMS; T CARTER; M BOOTH; G THOMPSON; SIR P MASEFIELD
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14743
Proc. lnstn Ciu. Enyrs, Part 1, 1991, W,June, 683-684 NFRASTRUCTURE LICY SEMINAR GROUP Aviation congestion in the London airports system Congestion in the London airports system is now serious and causing increasing public concern. It is affecting all four of the major components of airport operations, namely air space, runways, terminals and ground access. It is causing increased anxiety about safety, thus necessitating an urgent review of the shortterm measures which may be practicable to reduce or containthe effects of congestion and the longer term measures which may be necessary to prevent or contain it in the future...
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SEMINAR. RAILWAY CONGESTION: THE FREIGHT ROUTE FROM THE CHANNEL TUNNEL TO THE NORTH AND THE PROBLEMS OF PRIVATIZATION.
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pp.
685–686
Authors:
IPG; LORD TORDOFF; C GREEN; L NAPIER; LENNOX NAPIER; R ADLEY; I BROWN; J BRIDGE; R KILVINGTON; R HOPE; C NASH; W BRADSHAW; T WILLIAMS
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14744
Proc. Instn Ciu. Engrs, Part 1, 1991,90, June, 685-686 POLICY SEMINAR INFRASTRUCTURE Railway congestion:the freight route from the Channel Tunnel to the North and the problems of privatization The seminar opened with the statement,`If transport is not efficient then industry will not prosper and society will generally become impoverished'. Yet politicians, planners and even many professional engineers appear resigned to ignoring the country's deplorableand inexorably worsening transport conditions, London with experiencing the worst problems. The Institution of Civil Engineers through the Infrastructure Policy Group (IPG) objectively studying these issues, assisted by is the local associations...
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INFORMAL DISCUSSION. ENERGY EFFICIENCY.
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pp.
687–689
Authors:
R MALPAS; HE MILLER; J EASTWOOD
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14745
Proc. lnstn Ciu. Engrs, Part 1, 1991, INFORMAL DISCUSSION 9 , June, 0 687-689 ENERGY ENGINEERING BOARD Energy efficiency Introducers R. MALPAS, CBE* H. E. MILLER? Reporter J. Eastwood, OBE, FICEl Mr Malpas started the discussion by arguing forcefully and persuasively that the efficient use of energy provided superb business opportunities for reducing energy usage and that in every sector of society the fundamental philosophy that energy use should be minimized was vital. Over the next 30 years, the non-communist world energy demand was forecast to increase to 220% of today's level-from 5...
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INFORMAL DISCUSSION. RECONSTRUCTION AFTER DISASTER.
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pp.
691–694
Authors:
R J S SPENCE; R J SEWELL; A C REED; B J SHORTER
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14746
Proc. Instn Civ. Engrs, Part 1, 1991,90, June, 691-694 INFORMALDISCUSSION MANAGEMENTBOARD Reconstruction after disaster Introducers R. J. S. SPENCE, MA, PhD, MICE, MIStructE* R. J. SEWELL, BSc, AMICE? A. C. REED, MA, MICE, MIWEMS Reporter B. J. Shorter, BSc, MICE, MIWEMg Dr Spence opened this meeting of the Appropriate Development Panel by outlining the aims of the Earthquake Evaluation Field Investigation Team (EEFIT),and followed this with a general discussion on the effects of earthquakes...
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