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ICE Proceedings
E-ISSN
:
1753-7789
Volume 86, Issue 5, October 1989
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DEVELOPMENT OF VERTICAL AXIS WIND TURBINE.
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pp.
857–878
Authors:
R CLARE; ID MAYS; DARRIEUS
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.3160
Proc. Instn Ciu. Engrs, Part 1,1989,86, Oct., 857-878 9443 GROUP ENGINEERING ENERGY Development of vertical axis wind turbine R. CLARE, BSC, DIC, FICE, MIHT* I. D. MAYS, BSc, PhD* The Papertraces the development of the vertical axis wind turbine (VAWT) from 1926 when a Frenchman, Darrieus, first patented a curved bladed wind turbine to the current UK development of a straight bladed VAWT. The Darrieus VAWT was rediscovered in 1966 and extensively developed at modest size in Canada andUSA...
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LIMIT EQUILIBRIUM DESIGN METHODS FOR FREE EMBEDDED CANTILEVER WALLS IN GRANULAR MATERIALS.
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pp.
879–898
Authors:
AVD BICA; H BLUM; CRI CLAYTON; PW ROWE; H KREY; J BRINCH HANSEN
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.3161
Proc. Instn Ciu. Engrs, Part 1,1989,86, Oct., 879-898 9444 GROUP ENGINEERING GROUND Limit equilibrium design methods for free embedded cantilever walls in granular materials A. V. D. BICA, MSc* C. R.I. CLAYTON, MSc, PhD* This Paper reviews the routine design of free embedded cantilever walls in granular material using limit equilibrium methods. A large number of methods described in the literature are compared both with each other and with the limited experimental data that exists. Methods which are capable of providing good estimates of equilibrium and failure depths of penetration, as well as maximum bending moment, are then identified...
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TRACK TRANSIT SYSTEMS, GATWICK AIRPORT.
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pp.
899–912
Authors:
D J MACLEOD; C G HARDING
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.3162
Proe. Instn Ciu. Engrs, Part 1,1989,86, Oct., 899-912 9262 GROUP TRANSPORTATION ENGINEERING Track transitsystem, Gatwick Airport D. J. MAcLEOD, BSC, MICE* C . G . HARDING, BSC, MICE? Each year an estimated 3.6 million passengers will travel 1.2 km between Gatwick Airport's north and southterminals. This Paper describes the conceptual thinking behind the choice of track transit system, details of the system itself and the design and construction of the track transit structure required to carry the driverless computer-controlled vehicles...
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HYDRAULIC MODELLING OF TIDAL CIRCULATION AND FLUSHING IN COASTAL BASINS.
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pp.
913–935
Authors:
RE NECE; RA FALCONER
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.3163
Proc. Instn Cio. Engrs, Part 1,1989,86, Oct., 913-935 9416 BOARD ENGINEERING MARITIME Hydraulic modellingof tidal circulation and flushing in coastal basins R.E. NECE, MSCE, ScD, FASCE, MASME* R. A. FALCONER, BSc(Eng), MSCE, PhD, DIC, MICE, MASCE, MIWEMi ThePaperhighlightstheincreasingconcern of plannersanddesignersforthehydroenvironmental problems relating to tidal circulation and flushing in small coastal basins, harbours, and marinas, and the use physical and mathematical models as design tools to of address such problems...
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ROBOTICS IN CONSTRUCTION - A STATE OF THE ART REVIEW.
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pp.
937–952
Author:
RD WING
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.3166
Proc. Instn Ciu. Engrs, Part 1,1989,86, Oct., 937-952 9436 GROUP MANAGEMENT Robotics in construction-a state of the art review R. D. WING, BSc, MS, PhD, MIMechE* This Paper reviews the current state of development of robotics in the construction industry, contrasting the approaches of different nations. The unresolved technical, planning, and human requirements are presented, and likely scenarios for the introduction of this technology are proposed. Introduction The introduction of robotics technology into the building construction industry willbe influenced primarily by cultural and financial considerations, and to a lesser extent by technical capability-cultural by virtue of the very different rates at which nations will accept the implications of this technology-stereotyping of components, changes in skill requirements, reduction of hazards, and the whole concept of working alongside intelligent machines-and financial by virtue of the large investments which will be necessary in the application of several aspects of leading-edge technology...
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TECHNICAL NOTE: MARINE OUTFALL DESIGN - COMPUTER MODELS FOR INITIAL DILUTION IN A CURRENT.
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pp.
953–961
Authors:
JJ SHARP; E MOORE; USEPA
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.3167
Proc. Instn Cio. Engrs, Part 1,1989,86, Oct., 953-961 TN521 GROUP ENGINEERING MANAGEMENT Marine outfalldesign4omputer models for initial dilution in a current J. J. SHARP, MSc, PhD, ARCST, FICE, FCSCE, PEng* E. MOORE, PhD, PEng* When eflluent is discharged from a submerged marine outfall it rises to the surface because of buoyancy and is diluted with sea water as it does so. Reasonably accurate means of predicting dilution in still water are available and a number of methods have been proposed for estimating dilution of jets discharged into moving water...
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DISCUSSION: TRUNK ROAD A82: THE LOCH LOMONDSIDE ROAD: CONCEPTION TO IMPLEMENTATION.
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pp.
963–971
Authors:
JA HOWISON; AW SHILSTON; R PARK; TRRL; A MACDONALD; MP OREILLY; JW MORRISON; DJ COATTS
Document Type:
Discussion
DOI
:
10.1680/iicep.1989.3168
Proc. Instn. Ciu. Engrs, Part 1,1989,86, Oct., 963-971 9224 DISCUSSION GROUP ENGINEERING MANAGEMENT Trunk road A82 :the Loch Lomondside road : conception to implementation J. A. Howison and A. Macdonald Mr Howison and Mr Macdonald Since the original Paper was written, the second of the major contracts on the Luss to Hollybank length of the A82 improvements has begun. The E8.3 million contract for 6.4 km of improvement between Luss and Camus nan Clais was awarded to Shanks & McEwan Limited...
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DISCUSSION: CONVENTIONAL RETAINING WALLS: PILOT AND FULL-SCALE STUDIES.
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pp.
973–994
Authors:
IF SYMONS; KZ ANDRAWES; LA WOOD; COLLINS; RT MURRAY; CRI CLAYTON; M GAYNOR; B SIMPSON; JM MAWDITT; C JONES
Document Type:
Discussion
DOI
:
10.1680/iicep.1989.3169
Proc. Instn Ciu. Engrs, Part 1,1989,86, Oct., 973-994 9306 DISCUSSION ENGINEERING GROUND GROUP Conventional retaining wallspilot and full-scale : studies I. F. Symons and R.T. Murray Mr Symons and Dr Murray A main objective of the most recent pilot-scale investigation was to examine the pressures developed during swelling of London clayfill. This phase of the study,I5 which extended over 20 months was incomplete at the time of preparation of the Paper. 41. It was appreciated that London clay would take many years to swell if wetted only from its upper surface...
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1.01Mb
DISCUSSION: RAILWAY UNDERLINE BRIDGES: DEVELOPMENTS WITHIN CONSTRAINTS OF LIMITED POSSESSION.
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pp.
995–1006
Authors:
FE ATKINS; ACG HAYWARD; RH BROWN; J CLEMENTS; PJG WIGLEY; I KITCHING; T NICHOLSON; EF HUMPHRIES; DE MITCHELL; RG BRISTOW; N EDEY; D COLE
Document Type:
Discussion
DOI
:
10.1680/iicep.1989.3170
Proc. Instn Civ. Engrs, Part 1,1989,86, Oct., 995-1006 TRANSPORTATION GROUP ENGINEERING 9326 DISCUSSION Railway underline bridges :developments within constraints of limited possession F. E. Atkins and P. J. G. Wigley Mr Atkins and Mr Wigley The Paper mentions that we live in a period of change and there are already two areas where the Paper requires amendment. Firstly, the requirements to cater for accidental loading have been updated to give a morerealistic representation of the forces involved. Secondly, the requirements to limit track deflexions and twist as trains pass over bridges have been updated...
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1.40Mb
DISCUSSION: THE AUSTRALIAN ROAD RESEARCH BOARD 1960-88 - PATTERNS AND ACHIEVEMENTS
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pp.
1007–1017
Authors:
JB METCALF; B OLDRIDGE; AD MAY; TRRL; J PORTER; KW HUDDART; G MARGESSON; MNT COTTELL; E FLAXMAN; ARRB; CULWAY
Document Type:
Discussion
DOI
:
10.1680/iicep.1989.3171
Proc. Instn Ciu. Engrs, Part 1,1989,86, Oct., 1007-1017 9367 DISCUSSION TRANSPORTATION ENGINEERING GROUP The Australian Road Research Board 1960-88 -patterns and achievements J. B. Metcalf Dr Metcalf Since the Paper was published five newitems have emerged. 57. The first is the use of video technology for the unobtrusive observation of traffic. The innovation consists of a method of analysing the picture on a TV monitor by electronically detecting the changes in contrast between a point on the screen which is clear of the trafficked area and up to 15 points located in the paths of vehicles...
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648.90K
DISCUSSION: THE INFLUENCE OF MAINS LEAKAGE AND URBAN DRAINAGE ON GROUND WATER LEVELS BENEATH CONURBATIONS IN THE UK.
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pp.
1019–1020
Authors:
M PRICE; DW REED; GF READ
Document Type:
Discussion
DOI
:
10.1680/iicep.1989.3172
Proc. Instn Ciu. Engrs, Part 1, 1989,86, Oct., 1019-1020 ENGINEERING GROUND GROUP 9298 DISCUSSION The influence of mains leakage and urban drainage on groundwater levels beneath conurbations in the UK M. Price and D. W. Reed Mr. G. F. Read, University of Manchester Institute of Science and Technology In $ 6 it is suggested that 2&30% of mains water is unaccounted for. This seems low. The rate of leakage out of the water system amounts to an average of 30% with the figure rising to 40% and higher in individual areas...
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106.44K
DISCUSSION: TAFF VALE TRUNK ROAD STAGE 4, SOUTH WALES 2: GEOTECHNICAL DESIGN.
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pp.
1021–1023
Authors:
L HINCH; CD WARREN; P FOOKES; MP OREILLY; TRRL
Document Type:
Discussion
DOI
:
10.1680/iicep.1989.3173
Proc. Inst. Ciu. Engrs, Part 1, 1989,86, Oct., 1021-1023 9353 DISCUSSION TRANSPORTATION GROUP ENGINEERING Taff Vale trunk road stage 4, South Wales 2 :geotechnical design L. Hinch and P. Fookes Mr C . D. Warren, Sir William Halcrow and Partners Having been actively involved throughout the duration of work in the role of Independent Design Checker, it is clear that the success of the installed geotechnical measures and flexibility of approach owed much to the adequacy of both instrumentation and on-site monitoring capabilities...
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134.99K
DISCUSSION: CONTROLLING DESIGN PRACTICE.
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pp.
1025–1029
Authors:
RJ AMSTRAD; I ROWDON; NR MANSFIELD
Document Type:
Discussion
DOI
:
10.1680/iicep.1989.3174
Proc. Instn Cio. Engrs, Part 1,1989,86, Oct., 1025-1029 9400 DISCUSSION MANAGEMENT GROUP Controlling design practice I. J. Rowdon and N. R.Mansfield Mr R.J. Amstad, Member, South Australia The foundation and major controlling factor in design practice control is the fee structure, as enunciated by the Authors in their Paper. If events such as the recent collapse of a Canadian supermarket roof, where it was revealed, among other matters, that the consulting engineer's fee was ridiculously low, are not to recur, then it is essential that fee competition be based on properly prepared design contract documents and with minimum fees for various services established by legislation backed up by severe penalties foroffenders...
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284.13K
SEMINAR: CONDITIONS OF CONTRACT FOR MINOR WORKS.
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pp.
1031
Authors:
J PHILLIPS; GF HAWKER; D BENFIELD; TH NICHOLSON; GDG COTTAM; ICE
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.3175
Proc. Instn Cio. Engrs, Part 1,1989,86, Oct., 1031-1039 SEMINAR Conditions of Contract for Minor Works Introducers J. PHILLIPS, FICE* D. BENFIELD, BSc(Eng), FICET G. D. G. COTTAM, BSc (Eng), FICEf G. F. HAWKER, BSc(Eng),FICE, FIStructE, FCIArb$ Reporter T. H. Nicholson, BSc. FICEII Mr Phillips, a member of the working party responsible for drafting the Conditions of Contract for Minor Works, spoke on pre-contract considerations...
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WORKSHOP MEETING: ENVIRONMENTAL IMPACT OF MANAGING ENGINEERING PROJECTS IN DEVELOPING COUNTRIES _ ENGINEER`S RESPONSIILITY.
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pp.
1040–1042
Authors:
JH ARMSTRONG; GE PEEL
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.3176
Proc. Instn Ciu. Engrs, Part 1,1989,86, Oct., 104&1042 AGEMENT WORKSHOP MEETING Environmental impact of managing engineering projects in developing countries-ngineer's responsibility Introducer J. H. ARMSTRONG, BSc, FICE* Reporter G. E. Peel, BSc7 Mr Armstrong first examined the responsibilities of the engineer. He suggested that, while the engineer must be aware of the forces he was harnessing, he must question whether he was merely enjoying the technical challenges of doing this or weighing these against the needs being served...
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INFORMAL DISCUSSION: ENGINEER`S ROLE IN RAIL JOURNEY TIME MANAGEMENT.
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pp.
1043–1046
Authors:
AJ COOPER; MG REYNOLDS; CJ PARKER
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.3177
Proc. Instn. Ciu. Engrs, Part 1, 1989,86, Oct., 1043-1046 INFORMAL DISCUSSION TRANSPORTATION ENGINEERING GROUP Engineer's role in rail journey timemanagement Introducers A. J. COOPER, MA* M. G. REYNOLDS, BSc, MICEt Reporter C. J. Parker, BSc, MSc, MICE? Mr Cooper set the scene into which the engineers' strategy fitted. Intercity was a large business, with turnover 750 m p.a. British Rail had been set tough objectives by Government, the Board had set similar objectives for Intercity...
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