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ICE Proceedings
E-ISSN
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1753-7789
Volume 84, Issue 3, June 1988
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LONDON WATER RING MAIN.
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pp.
445–474
Authors:
WJ DICKENS; IH BENSTED
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.1463
Proc. Instn Ciu. Engrs, Part 1,1988,84, June, 445474 9332 GROUP WATER ENGINEERING London water ring main W. J. DICKENS, BSc(Eng),DIC, I. H. BENSTED, BSc, MICE* FICE* The Paper describes the development of the existing water supply system in London and the long-term strategy being adopted by Thames Water for trunk distribution of potable water from sources and treatment works into the local mains reticulation serving 5.25million customers. It describes a radical approach to the world-wide problem of the replacement of aging urban water supply systems...
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CORAL AS AN AIRCRAFT PAVEMENT - CASE HISTORIES.
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pp.
475–495
Authors:
C STEVENS; BG VERRALL
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.1464
Proc. Insm Ciu. Engrs, Part 1,1988,84, June, 4 7 5 4 9 5 9099 GROUP TRANSPORTATION ENGINEERING Coral as an aircraft pavement materialcase histories C . STEVENS, MSc, MIGeol, DIC* B. G. VERRALL, MA, MICE* Coral deposits are the only sources runway construction materials on the atoll Tarawa of of of in Kiribati, in the South Pacific. This Paper describes a study these materials carried out as part of an evaluation of runway upgrading requirements at Bonriki Airport on the atoll...
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TRUNK ROAD A82: LOCH LOMONDSIDE ROAD: CONCEPTION TO IMPLEMENTATION.
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pp.
497–518
Authors:
JA HOWISON; A MACDONALD
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.32
Proc. Instn Ciu. Engrs, Part 1,1988,84, June, 497-517 NT EERING 9224 GROUP Trunk roadA82 :the Loch Lomondside road: conception to implementation This Paper describes the history of the road which runs along the banksof Loch Lomond led and the studies, surveys, consultation, procedures and design which haveto the start of construction of a comprehensiveimprovement of the A82 trunkroad as it follows the western edge of the loch up to Tarbet. alignment The of the road is through an environmentallysensitivearea,andthenecessityforconsideration of thisinthedesign of process, coupled with the aspirations the planning authorities for the future development of thelochside,andcentralgovernmentprioritiesforimprovementsinthetrunkroad to network in Scotland, ledto a 15 year gestation period from the start of the feasibility study start of construction...
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CONVENTIONAL RETAINING WALLS: PILOT AND FULL-SCALE STUDIES.
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pp.
519–538
Authors:
IF SYMONS; RT MURRAY; TRRL
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.33
Proc. Instn Civ. Engrs, Part 1,1988,84, June, 519-538 9306 GROUP ENGINEERING GROUND Conventional retainingwalls :pilot and full-scale studies I. F. SYMONS, MSc, MICE, MIHT* R. T. MURRAY, BSc, PhD, MICE, MIHT* This Paper reviews results from a series of pilot and full-scale investigations carried out by the Transport andRoad Research Laboratory (TRRL)to study the earthpressures acting on conventional retaining walls. The work encompasses a range of backfill materials and structural forms. It is shown that compaction of the backfill can result in high lateral pressures over the upper part of the structure on completion of filling and that further changes in lateral stress can result from seasonal effects in service...
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KNOWLEDGE BASE FOR RISK AND COST BENEFIT ANALYSIS OF LIMESTONE MINES I N THE WEST MIDLANDS.
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pp.
539–564
Authors:
DI BLOCKLEY; JR HENDERSON; FRISP; PROLOG
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.34
Proc. Instn Ciu. Engrs, Part 1,1988,84, June, 539-564 9294 GROUP ENGINEERING GROUND Knowledge base for risk andcost benefit analysis of limestone mines in the West Midlands D. I. BLOCKLEY, BEng, PhD, MICE, FIStructE* J. R. HENDERSON, BSc, PhD, MIStructEt The Paper describes a computer knowledge based system model of data and expert opinion which was produced to help in decisions concerning the treatment of limestone mines in the West Midlands. Two types of event can occur above these mines, crown holes or general subsidence...
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GEOTECHNICAL ASPECTS OF THE USE OF COMPUTERS IN ENGINEERING: A PERSONA L VIEW.
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pp.
565–569
Author:
IM SMITH
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.35
Proc. Instn Ciu. Engrs, Part 1,1988,84, June, 565-569 9297 GROUP MANAGEMENT ENGINEERING Geotechnical aspectsof the useof computers in engineering :a personal view I. M. SMITH, DSc, FICE* This is not a state of the art review in the conventional sense. It makes no attempt at a comprehensive catalogue of thethousands of technical papersthe result of which is a (painfully slow) advance of the capabilities in the various fields of geotechnical engineering in which computers make a contribution. The paper describes briefly the roots of what the author sees as a (temporary)crisis of confidence in the capacity of computers to provide the driving force guiding the design of large civil engineering constructions...
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RESEARCH APPLIED TO GEOTECHNICAL ENGINEERING. JAMES FORREST LECTURE.
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pp.
571–604
Authors:
M JAMIOLKOWSKI; J FORREST
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.36
ProL.. lnstn Ciu. Engrs, Part 1,1988,84,'June, 571-604 JAMES FORREST LECTURE GROUND ENGINEERING GROUP Research applied to geotechnical engineering M. JAMIOLKOWSKI* After a brief review of the progress achieved by geotechnical engineering since the James Forrest Lecture delivered in 1938 by the late Dr K. Terzaghi, the role of this branch of civil engineering in current design practice as well and its experimental and theoretical capabilities are examined Significant contributions of geotechnical engineering to the solution of important design problems are discussed by reference to examples of two important projects: stabilization of the leaning Tower of Pisa and thesuspended bridge over Messina Strait...
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PACKAGE WATER TREATMENT FACILITIES FOR REFUGEE COMMUNITIES.
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pp.
605–610
Authors:
NJD GRAHAM; H HARTUNG
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.37
Proc. Instn Civ. Engrs, Part 1,1988,84, June, 605-610 TN507 WATER ENGINEERING GROUP Package water treatmentfacilities for refugee communities N. J. D. GRAHAM, MA, MSc,DIC, PhD, MICE, MIWEM* H. HARTUNG, MASct Package water supply systems have been developed by Oxfam and Imperial College for rapid deployment in emergency situations such as refugee settlements. A component of these is a water treatment unit for treating polluted surface waters by the process of slow sand filtration. Many such units have been deployed at refugee camps in Southern Somalia and have performed well...
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A COASTAL AREA MANAGEMENT SYSTEM AS DEVELOPED FOR SEASALTER-RECULVER, NORTH KENT.
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pp.
611–614
Authors:
AG ROBERTS; A MCGOWN; BN POLACK; MJ KENN
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.138
Proc. Instn Civ. Engrs, Part 1,1988,84, June,61 1-614 9162 DISCUSSION MARITIME ENGINEERING GROUP A coastal area management system as developed for Seasalter-Reculver, North Kent A. G. Roberts and A. McGown Mr B. N.Polack, Kennedy Henderson Ltd Paragraph 1 pointsoutthat much of theeastern andsoutherncoastline of England is subject to erosion and flooding. The inference is that, in general, the western coastline is not subject to these effects. Is this due to the geological nature of the western coastline or due to a significant difference between the coastal processes acting on that coastline and the coastal processes acting on the eastern and southern coastline? 41...
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THE SIMULATION OF STREAM BED ARMOURING AND ITS CONSEQUENCES.
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pp.
615–617
Authors:
BB WILLETTS; JK MAIZELS; J FLORENCE; P ACKERS
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.38
Proc. lnstn Ciu. Engrs, Part 1,1988,84, June, 615-617 9193 DISCUSSION ENGINEERING WATER GROUP The simulation of stream bed armouring and its consequences B. B. Willetts, J. K. Maizels and J. Florence Mr P Ackers, Fellow . The treatment in the Paper of the numerical modelling of bed material movement brings out some of the problems of morphological modelling. These are of a different order of magnitude when dealing with graded, as opposed to single sized, sediments. In the latter case, the bed sediment forms a single zone in the model, and the only change to it is the bed elevation in response to erosion or deposition...
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EKOFISK PLATFORM 2/4C: RE-ANALYSIS DUE TO SUBSIDENCE.
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pp.
619–622
Authors:
P BROUGHTON; E HORN; K ANASTASIOU; RWK SHIH
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.39
Proc. Instn Ciu. Engrs, Part 1,1988,84, June, 619-622 9199 DISCUSSION ENGINEERING MARITIME GROUP Ekofisk platform 2/4C :re-analysis due to subsidence P. Broughton and E. Horn Dr K. Anastasiou and Mr R. W. K. Shih, Imperial College London The Authors have presented some interesting results related to wave loading (both horizontal and vertical) on aplatform. In doing so, they have correctly pointed out that this type of loading occurs not only in the offshore environment, but also in the coastalenvironment in the case of piers and jetties...
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SEA OUTFALL - PREDICTION OF INITIAL DILUTION.
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pp.
623–633
Authors:
JHW LEE; P NEVILLE JONES; P ACKERS; JJ SHARP
Document Type:
Research Article
DOI
:
10.1680/iicep.1988.40
Proc. fnstn Cio. Engrs, Part 1,1988,84, June, 623-633 9203 DISCUSSION WATER ENGINEERING GROUP Sea outfall design-prediction of initial dilution J. H. W. Lee and P. Neville-Jones Mr P. Ackers, Fellow By restructuring theframework of analysis of the dilution of buoyant effluents, the Authors have provided a more reliable basis for calculating initial dilution in the common conditions where for the greater amount of time there is an ambient current. The comparison of the proposed formulae with observations from UK outfalls provides full corroboration of the concepts incorporated in their analysis, and highlights the inadequacy of previous treatments which took account of the ambient currentby applying an additional dilution factor to the ` no current' value depending on the ratio of port velocity to ambient velocity...
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