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ICE Proceedings
E-ISSN
:
1753-7789
Volume 84, Issue 4, August 1988
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COLLAPSE OF YNS-Y-GWAS BRIDGE, GLAMORGAN.
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pp.
635–669
Authors:
RJ WOODWARD; FW WILLIAMS
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.179
Proc. Instn Civ. Engrs, Part 1,1988,84, Aug., 635-669 9357 ENGINEERING STRUCTURAL GROUP Collapse of Ynys-y-Gwas bridge, West Glamorgan R. J. WOODWARD, BSc, PhD, CPhys, MInstP* F. W. WILLIAMS, BSc, MICE? Ynys-y-GwasBridgewas a singlespansegmentalpost-tensionedstructure.Itwasconstructed in 1953 and carried a minor road over the River Afan six kilometres north-east of 1985 Port Talbot.At approximately 0700 h on 4 December the bridge deck collapsed leaving only the edge beams in position. There had been no evidence distress before failure...
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COMPUTER AIDED ANALYSIS METHODS FOR THE DESIGN OF EARTHQUAKE RESISTANT STRUCTURES: A REVIEW.
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pp.
671–691
Authors:
ED BOOTH; JW PAPPIN; JJB EVANS
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.180
Proc. Instn Ciu. Engrs, Part 1,1988,84, Aug., 671-691 9239 GROUP MANAGEMENT ENGINEERING Computer aided analysis methods for the design of earthquake resistant structures: a review E. D. BOOTH, MA, MICE, MIStructE* J. W. PAPPIN, ME, PhD, MICE* J. J. B. EVANS, MSc, DIC, MIStructE* The range of analysis techniques in current use for the earthquake resistant design of structures is presented, and the application of these techniques to the various stages of the design process is described, with comments on the availability and capabilities of the relevant software packages...
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OBSERVATIONS OF AN INSTRUMENTED PILE-RAFT FOUNDATION IN WEAK ROCK.
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pp.
693–711
Authors:
CF LEUNG; R RADHAKRISHNAN; YK WONG
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.181
Proc. Instn Ciu. Engrs, Part 1,1988,84, Aug., 693-71 1 9285 GROUP ENGINEERING GROUND Observations of an instrumented pile-raft foundation in weak rock C. F. LEUNG, PhD* R. RADHAKRISHNAN, MTech, MICE? Y.K. WONG, MSc, MICE? The behaviour of a pile-raft foundation supporting a42 storey tower block in Singapore has been studied in detail. Earth pressure cells and settlement gauges were installed to monitor the behaviour of the raft and vibrating wire strain gauges were used to study the load transfer behaviour of the piles...
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DESIGN AND INSTALLATION OF THE PILED FOUNDATIONS FOR BRITOIL`S CLYDE PLATFORM.
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pp.
713–736
Authors:
CG TILSTON; JM GILCHRIST
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.182
Proc. Instn Ciu. Engrs, Part 1,1988,84, Aug., 713-736 929 1 GROUP ENGINEERING GROUND Design and installation the piled of foundations for Britoil's Clyde platform C. G.TILSTON, BSc, MICE* J. M. GILCHRIST, BSc, MEn& MICE, MASCEt The Clyde field is located in UK Block 30/17b400 km eastof Dundee in 81 mof water. Its oil and gas reserves will be developed from a fixed steel platform. The platform consists of oil and gasdrilling and production topside facilities, supported by a single eightlegged tubular steel jacket, whose foundations comprise twenty-six mm dia...
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POLENI'S PROBLEM.
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pp.
737–759
Authors:
J HEYMAN; G POLENI
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.139
Proc. Instn Ciu. Engrs, Part 1,1988,84, Aug., 737-759 URAL 9317 GROUP Poleni's problem J. HEYMAN, FSA, FEng, FICE* Poleni reported in 1748 the cracked stateof the masonry domeof St. Peter's, Rome. The on two essential featuresof his analysis were that he treated masonry as a unilateral material, capable ofcarrying compressive forces but incapable of tension, and that his single structural consideration was thatof the staticsof equilibrium, with no mention elastic deformations of or of boundary conditions (compatibility)...
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LINCOLN FLOOD ALLEVIATION SCHEME. DISCUSSION 9213.
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pp.
761–777
Authors:
MJ WAKELIN; TG WALKER; D WILSON; RHJ SELLIN; M BERAN; E EVANS; HR TAYLOR; MJ KENN; AC BAKER; D NOBLE; P COOK; J BROOKE; D BROWN; R MAINS SMITH; PO WOLF; AJ DRAPER
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.183
Proc. Instn Ciu. Engrs, Part 1,1988,84, Aug., 761-777 9213 DISCUSSION WATER ENGINEERING GROUP Lincoln flood alleviation scheme M. J. Wakelin, T. G. Walker and D. Wilson Mr Wakelin, Mr Walker and Mr Wilson Since preparation and presentationof the Paper, theTill Washland has been in a state of operational readiness. Fortunately, there has been no need to make use of it but in the meantime (i.e. until the Witham washlandis built) the city of Lincoln enjoys a standard of protection approximating to once-in-30 years...
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CONCEPTION, DESIGN AND PROJECT MANAGEMENT OF SPECIALIZED CONSTRUCTION SYSTEMS. DISCUSSION 9250.
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pp.
779–786
Authors:
FN ROWLEY; FE ATKINS; JH SARGENT; MJ LLOYD; D FISON; P SUNDERLAND; ML BATEMAN; K SRISKANDAN; R BELL
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.184
Proc. Instn Ciu. Engrs, Part 1, 1988,84, Aug., 779-784 9250 DISCUSSION ENGINEERING MANAGEMENT GROUP Conception, design and project management of specialized construction systems F. N. Rowley Mr F. E. Atkins, Fairclough Civil Engineering It is to be hoped that the Paper will enable people who have not had contact with such contracts to benefit in the future from the Author's experience. Some of the communications problems between the Client and the Contractor might be improved by reference to it, certainly in terms of the individual understanding of each other's responsibilities...
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EUROCODE 4. SEMINAR.
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pp.
787–819
Authors:
TJ CHATTERJEE; P BARTLE; RP JOHNSON; RP OSBORNE; P DAWE; D ANDERSON; JC TAYLOR; DGE SMITH; A LAWSON; A MCLEISH; EUROCODE 4; CEC; EC
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.185
Proc. Instn Civ. Engrs, Part 1,1988,84, Aug., 787-819 SEMINAR Eurocode 4 Introducers T. J. CHATTERJEE P. BARTLEt R. P. JOHNSON, MA, FEng, FICE$ K. P. OSBORNE, PhD, MICE$ P. DAWE, MSc, MICE11 D. ANDERSON, PhD$ J. C. TAYLOR, MA, MICE7 D. G. E. SMITH, MSc, MICE$$ A. LAWSON, PhD** A. McLEISH, PhD, MICE?? Reporter D...
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FIDIC CONDITIONS OF CONTRACT FOR WORK OF CIVIL ENGINEERING CONSTRUCTION, FOURTH EDITION. SEMINAR.
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pp.
821–836
Authors:
SE FRICK MEIJER; H SORENSEN; A NORRIS; NML BARNES; A CLEAVER; NG BUNNI; RE ALDRED; C SEPPALA; GF HAWKER; MW ABRAHAMSON; KN DROBIG; FIDIC
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.186
Proc. Instn Cio. Engrs, Part 1,1988,84, Aug., 821-836 SEMINAR FIDIC conditions of contract for work civil of engineering construction, fourth edition Introducers S-E. FRICK-MEIJER* H. S0RENSEN* A. NORRISt N. M. L. BARNES, PhD, FICES A. CLEAVERS Reporter K. N. Drobig N. G. BUNNI, PhD, FICE* R. E. ALDREDJJ C. SEPPALAT G. F. HAWKER, BSc, FICE** M. W. ABRAHAMSONtt Mr Frick-Meijer explained that the first difficult task in undertaking the revision had been to establish the guiding principles on which the redrafting should be based...
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IMPROVEMENT IN THE DURABILITY OF REINFORCED CONCRETE BY ADDITIVES AND COATINGS. HALF DAY MEETING. THURSDAY 26 FEBRUARY 1987. (SEE ALSO TFV 517 (11)).
More details
pp.
837–843
Authors:
K TREADAWAY; R BROWNE; D BECKETT; M LEEMING; C POOK
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.187
Proc. Instn Ciu. Engrs, Part 1,1988,84, Aug., 837-843 MEETING ENGINEERING DAY HALF STRUCTURAL GROUP Improvement in the durability reinforced of concrete by additives and coatings Introducers K. TREADAWAY, MSc, PhD, CChem, FRISC* R. BROWNE, BSc, PhD, MICE? D. BECKETT BSc (Eng), MPhil, DIC, AIWSCS M. LEEMING, MICE$ Reporter C. Pook, MIStructE)) The chairman stated that reinforced concrete had hitherto been considered to be a permanent material, provided the reinforcement was given reasonable cover...
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USE OF RESIN BONDED PLATES FOR STRENGTHENING REINFORCED CONCRETE. INFORMAL DISCUSSION.
More details
pp.
844–846
Authors:
JD GILL; GP TILLY; AJJ CALDER
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.188
Proc. Instn Ciu. Engrs, Part 1, 1988,84, Aug., 844846 INFORMALSTRUCTURAL DISCUSSION ENGINEERING GROUP Use of resin bonded plates for strengthening reinforced concrete Introducers J. D. GILL, MSc, MICE* G. P. TILLY, BSc(Eng),PhD, ACGIt Reporter A. J. J. Caldert Mr Gill explained that strengthening bridges by epoxy bonded steel plates had been carried out by DTp at seven locations in the UK during the previous 12 years. The method is used to correct design deficiences, repair structural damage or when a changeof use of the structure is required, and should only be considered where the performance can be regularly monitored...
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QUALITY MANAGEMENT SYSTEMS IN CIVIL ENGINEERING. INFORMAL DISCUSSION.
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pp.
847–849
Authors:
JB SANDERSON; DJ RICKETTS
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.189
Proc. Instn Cio. Engrs, Part 1,1988,84, Aug., 847-849 INFORMAL ENGINEERING DISCUSSION MANAGEMENT GROUP Quality management systems in civil engineering Introducer J. B. SANDERSON, BSc, MICE, FIQA* Reporter D. J. Ricketts, BSc, MICE? There has been a great deal of discussion on thesubject of possible applications of quality assurance (QA) within civil engineering. Mr Sanderson described the background to these discussions and stated that the time was right for the adoption of quality assurance by the civil engineering industry...
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CIVIL ENGINEERS IN RAILWAY MANAGEMENT. INFORMAL DISCUSSION.
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pp.
850–854
Authors:
RA COCHRANE; JS CORNELL; AJJ LINDSAY
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.190
Proc. Instn Ciu. Engrs, Part 1, 1988,84, Aug., 85&854 INFORMAL DISCUSSION TRANSPORTATION ENGINEERING GROUP Civil engineers in railway management Introducers R. A. COCHRANE, MA (Cantab), FICE* J. S. CORNELL, FICE* Reporter A. J. J. Lindsay, MA, MICE * Mr Cochrane concentrated on the theories relating to the personality profiles of civil engineers and theorganizational framework in which they operate. He used a Kolb diagram (Fig. 1) to illustrate the typical personality profiles of various professions...
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