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ICE Proceedings
E-ISSN
:
1753-7789
Volume 88, Issue 4, August 1990
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CONSTRUCTION OF THE SANTUBONG BRIDGE, SARAWAK.
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pp.
505–529
Authors:
R J BUCKBY; T K SIM
Document Type:
Research Article
DOI
:
10.1680/iicep.1990.8316
Proc. Instn Ciu. Engrs, Part 1,1990,88, Aug., 505-529 9490 STRUCTURAL ENGINEERING GROUP Construction of the SantubongBridge, Sarawak R. J. BUCKBY, MSc, MICE* T. K. SIM, BE, MIEM, PEng(M)f The Paper describes the construction of the first prestressed concrete balanced cantilever bridge in Sarawak. Special mention is made of the importance of including preliminary piles in a contract for a major bridge crossing, and details are given of what is believedto be one of the largest load tests ever conducted on a pile over water in South-East Asia...
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PENANG BRIDGE PROJECT: FOUNDATIONS AND RECLAMATION WORK.
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pp.
531–549
Authors:
CHIN FUNG KEE; R MCCABE
Document Type:
Research Article
DOI
:
10.1680/iicep.1990.8317
Proc. Instn Civ. Engrs, Part 1,1990,88, Aug., 531-549 UCTURAL 1 949 GROUP ENGINEERING Penang Bridge Project : foundations and reclamation work CHIN FUNG KEE, PE, DSc(Belfast),FEng, HonFICE, FIStructE, HonFIEM* R. McCABE, PET The Paper describes the main features in the design and construction of the foundations, reclamations and other geotechnical work ofthe Penang Bridge Project. Introduction With the tremendous growthand development achieved since independence in the Island of Penang in particular, and in the other states in mainland Peninsular Malaysia in general,the government decided to construct the PenangBridge (Fig...
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PENANG BRIDGE PROJECT: SUPERSTRUCTURE - DESIGN AND CONSTRUCTION.
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pp.
551–570
Authors:
R MCCABE; CHIN FUNG KEE
Document Type:
Research Article
DOI
:
10.1680/iicep.1990.8318
Proc. Instn Ciu. Engrs, Part 1,1990,88, Aug., 551-570 9492 STRUCTURAL ENGINEERING GROUP Penang Bridge Project : superstructurdesign and construction R.McCABE, PE* CHIN FUNG KEE, PE, DSc(Belfast),FEng, HonFICE, FIStructE, HonFIEMt The Paperdescribes the main features in the design and construction of the superstructureof the bridges, and of the cable-stayed bridge which spans across the navigation channel. Superstructure of bridges Loadings The bridge structures were designed to carry type HA loading and were checked against 45units of HB loading guidedalong thecentre-line of the carriageway...
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DESIGN AND CONSTRUCTION OF THE SUNGAI PERAK BRIDGE, MALAYSIA.
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pp.
571–599
Author:
R P STANLEY
Document Type:
Research Article
DOI
:
10.1680/iicep.1990.8319
Proc. Instn Ciu. Engrs, Part 1, 1990, 88, Aug., 571-599 URAL 9531 Design and construction of the Sungai Perak Bridge, Malaysia R. P. STANLEY, BSc, MICE, MIEI, MIHT* This Paper describes the design and construction of the 160 m span prestressed concrete bridge over the Perak River West Malaysia. The bridge is founded large diametersteel in on piles, driven to a depth of 90 m, and its superstructurewas built by the balanced cantilever method, using in-situ concrete units...
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DOCKLANDS LIGHT RAILWAY AND SUBSEQUENT UPGRADING: GENERAL CONTRACT AND DESIGN PRINCIPLES.
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pp.
601–617
Authors:
B F GONSALVES; R W DEACON
Document Type:
Research Article
DOI
:
10.1680/iicep.1990.8320
Proc.Insm Ciu. Engrs. P a n 1,1994 88, Aug., 601617 9552 GROUP TRANSPORTATION ENGINEERING Docklands Light Railway and subsequent UPgrading :general contract and design priincigles E . 3' - da 3. b . Rm -& m- B. F. GONSALVES, BSc, MICE* R.W. DEACON, BSc(Eng), ACGI, MICE, MlHTf The Docklands Light Railway @LR) WBS the first of its typc in the UK. providing an automatic direct rail link from the City area adjacent to the Tower of London with the rcdcvclopment area of London's Isle of Dogs...
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DOCKLANDS LIGHT RAILWAY AND SUBSEQUENT UPGRADING: DESIGN AND CONSTRUCTION OF BRIDGES AND VIADUCTS.
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pp.
619–638
Authors:
D PILGRIM; B P PRITCHARD
Document Type:
Research Article
DOI
:
10.1680/iicep.1990.8321
Prm. Insm Ciu. Engrs, Part l, 1990, S ,Aug., 619-638 3 9553 GROUP ENGINEERING TRANSPORT Docklands Lighr mallway and subsequent upgraqing : design and construction of bridgh;and viaducts lI I ! ! D. PILGRIM, MA, MICE, MIHT* B. P.PRITCHARD, BSc, MS, FICE, FH IV n e Paper describes the design and construction km of new and restored existing bridges of4 and viaducts carrying the initial Docklands tight Railway. It also describes the subsequent upgrading to cater for the adjacent Canary Wharf development which is now under construction, Among several itemsof particular interest are the suspended permanent formwork for thepile-caps constructed over water and the of shock transmission unitsand drilleduse in shear connectors for the upgrading...
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MIX DESIGN FOR PFA CONCRETE.
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pp.
639–668
Authors:
B P HUGHES; M N A AL ANI
Document Type:
Research Article
DOI
:
10.1680/iicep.1990.8322
Proc. Instn Civ. Engrs, Part 1, 1990, 88, Aug., 639-668 9558 STRUCTURAL ENGINEERING GROUP Mix design for PFA concrete B. P. HUGHES, PhD, DSc, DEng* M. A. AI-ANI, BSc, MSC,PhD? N. A mix design procedure is proposed which uses grading modulus of a pulverized fuel ash the (PFA) as an important parameterin assessingits potential for use in concrete. earlier mix An design method facilitatedthe economic utilization of any type, grading and maximum sizeof coarse aggregate, with any type andgrading of fine aggregateand any type cement, withor of without air entrainment,to achieve a requiredstrength andworkability in termsof the Vebe or modified Vebe times...
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CIVIL ENGINEERING ROUTE TO CONSTRUCTION MANAGEMENT.
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pp.
669–678
Authors:
B A YOUNG; A R DUFF
Document Type:
Research Article
DOI
:
10.1680/iicep.1990.8323
Proc. Instn Civ. Engrs, Part 1, 1990, 88, Aug., 669-678 9563 GROUP MANAGEMENT PROJECTS Civir engineering route construction to management B. A. YOUNG, BA(Econ), PhD* A. R.DUFF, BSc, MSc, PhD, MICE7 The educational characteristics, career paths, succession rates and mobility traits of construction managers with a civil engineering background are presented. It is concluded that civil engineers are an elitist group. They received a selective school education and then obtained a civil engineering degree at a university...
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DISCUSSION. DEVELOPMENT OF TU,EN MUN NEW TOWN, HONG KONG
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pp.
679–686
Authors:
D R BUTLER; F E SHORT; J F LINDSAY; P VERNON; R A MCKITTRICK; P H GRAY; R G MABBITT; G B ORORKE; W R KEMP; A MELLOW
Document Type:
Discussion
DOI
:
10.1680/iicep.1990.8324
Proc. Insfn Cio. Engrs, Part 1, 1990,88, Aug., 679-686 ION 9427 GROUP Development of Tuen Mun New Town, Hong Kong D. R. Butler and R. A. McKittrick G. B. O'Rorke Former Director of New TerritoriesDevelopment, Hong Kong I should like to say a few words to place the TuenMun New Town development in the context of the new towns in Hong Kong as a whole. There are actually eight new towns under construction at the present time. In addition to those shown on Fig...
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481.15K
DISCUSSION OF 9446-9448. KIAMBERE HYDROELECTRIC PROJECT, KENYA.
More details
pp.
687–704
Authors:
J TATTERSFIELD; R D GILL; H J MOORHEAD; J V SUTCLIFFE; M W AUSTIN; T J M PATERSON; I WAITE; P A MAWER; J C BENNETT; M J KENN; P W FIELDER; J K SYKES; P N HOOPER; E W FLAXMAN; A B MILLER; G P SIMS; LA
Document Type:
Discussion
DOI
:
10.1680/iicep.1990.8325
Proc. Instn Civ. Engrs, Part 1, 1990,88, Aug., 687-704 DISCUSSION ENERGY GROUP 944648 ENGINEERING Kiambere Hydroelectric Project, Kenya J. Tattersfield, P. A. Mawer, A. B. Miller, R. D. Gill and J. C . Bennett Dr G. P Sims, Engineering & Power Development Consultants Ltd . My contribution will concentrate on asking the Authors whether, knowing what they know now, they would still have adopted thesame design solution. 2. One of the parameters governing the whole of the civil designof this project appears to be the quality of the gneissic bed rock...
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1.59Mb
DISCUSSION. DEVELOPMENT OF VERTICAL AXIS WIND TURBINE.
More details
pp.
705–714
Authors:
R CLARE; I D MAYS
Document Type:
Discussion
DOI
:
10.1680/iicep.1990.8326
hoc. Instn Ciu. Engrs, Part 1, 1990, 88, Aug., 705-714 NGINEERING GROUP 9443 DISCUSSION ENERGY Development of vertical axis wind turbine R.Clare and I. D. Mays Mr Clare andDr Mays It may be of interest to give details of the early trials with the VAWT 450 at Carmarthen Bay. Initially aerodynamic losses wereexperienced, caused by separation of the air flow from the blades at quite low wind speeds. This separation started at the junction of the struts with the blades and was cured by the use of vortex generators similar to those often used on aircraft wings...
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653.62K
DISCUSSION. TRACK TRANSIT SYSTEM, GATWICK AIRPORT.
More details
pp.
715–716
Authors:
D J MACLEOD; C G HARDING; S J MATTHEWS
Document Type:
Discussion
DOI
:
10.1680/iicep.1990.8327
Proc. Instn Ciu. Engrs, Part 1, 1990, 88, Aug., 715-716 TRANSPORTATION ENGINEERING 9262 DISCUSSION GROUP Track transit system, Gatwick Airport D. J. MacLeod and C. G .Harding S. J. Matthews, Cass Hayward & Partners The firm for which I work has been concerned with several track transit systems ranging from monorail fairground structures to viaducts carrying full-scale light railways. Could the Authors comment on the following aspects of the structure described in the Paper. 56. The braking and acceleration forces quoted are modest compared with highway or full railway loading...
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126.04K
DISCUSSION. TAY RAIL BRIDGE CENTENARY - SOME NOTES ON ITS CONSTRUCTION 1882-87.
More details
pp.
717–720
Authors:
J S SHIPWAY; SIR T BOUCH; W P WINSTON; D G GLOW
Document Type:
Discussion
DOI
:
10.1680/iicep.1990.8328
Proc. Instn Civ. Engrs, Part 1,1990,88, Aug., 717-720 9511 DISCUSSION STRUCTURAL ENGINEERING GROUP Tay rail bridge centenary-ome notes on its construction 188247 J. S . Shipway W. P Winston, Fellow . It is of historical interest to know how the spans which collapsed were designed: that is they were continuous spans. With the benefit of hindsight, it is known that the method available was Clapeyron's theorem of three moments (B. P. E. Clapeyron was a French mathematician and it is uncertain whether Bouch was familiar with this theory...
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234.15K
INFORMAL DISCUSSION. GROUND CONDITIONS AT ABBEYSTEAD.
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pp.
721–725
Authors:
A MUIRWOOD; S A JEFFERIS
Document Type:
Research Article
DOI
:
10.1680/iicep.1990.32719
Proc. Znstn Ciu. Engrs, Part 1,1990,88, Aug., 721-725 INFORMAL DISCUSSION GROUND ENGINEERING GROUP Ground conditions at Abbeystead Introducer SIR ALAN MUIR WOOD,FRS, FEng, FICE* Reporter S. A. Jefferis, MA, PhD, MICE? On the 23rd May 1984, an explosion attributable to undetected methane occurred at the Abbeystead valve house of the Lune-Wyre raw water transfer works, and caused deaths and injuries. The water transfer system draws water from the River Lune to the Lune pumping station at Quernmore through a 5...
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