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ICE Proceedings
E-ISSN
:
1753-7789
Volume 86, Issue 2, April 1989
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UNWIN MEMORIAL LECTURE 1988. TRENDS AND TENSIONS IN ENGINEERING RESEAR -CH.
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pp.
255–268
Authors:
DH PILGRIM; UNWIN
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.1626
PFOC. Instn Civ. Engrs, Part 1,1989,86, Apr., 255-268 UNWIN MEMORIAL LECTURE1988 Trends and tensions in engineering research D. H. PILGRIM, AM, BE,PhD, DSc, FIEAust,MAGU* Introduction It is a great honourto represent the Institution Engineers Australiain givingthe of Unwin Memorial Lecture in recognition of Australia's Bicentenary. However, it also brings the responsibility and problem of selecting a topic that is not only appropriate to the Bicentenary but is also relevant and of interest to a British audience. A review or catalogue of Australian research is an obvious candidate, but would not be very useful or interesting and might even be considered pretentious...
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PRESTRESSED CONCRETE ROAD BRIDGES IN GREAT BRITAIN: A HISTORICAL SURVEY.
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pp.
269–303
Authors:
K SRISKANDAN; MAGNEL; MAGNEL BLATON; FREYSSINET; LEE MCCALL
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.1627
Proc. lnstn Ciu. Engrs, Part 1,1989,86, Apr., 269-303 9425 GROUPENGINEERING STRUCTURAL Prestressed concrete road bridges in Great Britain a historical survey : K. SRISKANDAN, BSc, FICE, FIStructE, FIHT* The Paper traces the history prestressed concrete road bridges Great Britain and looks of in at developments from 1940 to the present day in the span ranges 0-15, 15-30 and greater than 30 m. Erection methods for the longer spans are described briefly. The developments and achievements in Great Britain are compared with those in continental Europe and the USA...
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DURABILITY OF CORROSION RESISTING STEELS IN CONCRETE.
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pp.
305–331
Authors:
KWJ TREADAWAY; RN COX; BL BROWN; BRE; BS 8110
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.1628
Proc. lnstn Ciu. Engrs, Part 1,1989,86, Apr., 305-331 9366 STRUCTURAL ENGINEERING GROUP Durability of corrosion resisting steels in concrete K. W. J. TREADAWAY* R. N. COX* B. L. BROWN* A ten-year exposure study has examined the performance of reinforcing steels with higher than normal corrosion resistance embedded in concrete. The steels included in the programme were a weathering steel, galvanized steel, types 405 and 430 ferritic and types 302,315 and 316 austenitic stainless steels. The performance was compared with that of grit-blast cleaned and pre-rusted high-yield steel...
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IMPROVING REINFORCED CONCRETE DURABILITY IN THE MIDDLE EAST DURING THE PERIOD 1960-1985: AN ANALYTICAL REVIEW.
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pp.
333–358
Authors:
JD SIMM; PG FOOKES
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.1629
Proc. Instn Civ. Engrs, Part 1, 1989,86, Apr.,333-358 9403 STRUCTURAL ENGINEERING GROUP Improving reinforcedconcrete durability in the Middle East during the period1960-1985: an analytical review J. D. S" I, MEng, BSc(Eng), ACGI, MICE* P. G. FOOKES, DSqEng), PhD, FIMM, FGS? For the past decade and a half there has been growing concern with reinforced concrete deterioration, especially in the Middle East, both in marine and inland works. The progress in reinforced concrete durability, and of chloride-related corrosion in particular, has been reviewed for the period 1960-85by an examination of over 230 published references in English including codes of practice, and numerous unpublished documents and specifications...
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ROCK SLOPES: STABILISATION AND REMEDIAL MEASURES AGAINST DEGRADATION IN WEATHERED AND FRESH ROCK.
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pp.
359–380
Authors:
PG FOOKES; AJ WELTMAN
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.1630
Proc. Instn Ciu. Engrs, Part 1,1989,86, Apr., 359-380 9350 GROUP ENGINEERING GROUND Rock slopes :stabilization and remedial measures against degradation in weathered and fresh rock P. G. FOOKES, DSc (Eng), PhD, FIMM,FGS* A. J. WELTMAN, MSc, DIC, MIMM,ARSM, FGST The processes of weathering and erosion which adversely affect the stability of rock slopes are described and various methods by which slopes may be treated to retard weathering and erosion are discussed. In order that appropriate treatment may be carried out, the methods are related to the nature and condition of the slope, and tabulated notes for guidance are presented which take into account the controlling factors of rock weathering grades, joint spacing and slope height...
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DRAG REDUCING POLYMER USE IN HYDROTRANSPORT.
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pp.
381–394
Author:
RHJ SELLIN
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.1631
Proc. Instn Civ. Engrs, Part 1,1989,86, Apr., 381-394 9301 GROUP WATER ENGINEERING Drag reducing polymer use in hydrotransport R.H. J. SELLIN, PhD, MICE, MASCE * During the past 15 years a number of isolated studies have been made into the use of drag reducing polymer additives in slurry pipelining systems. This Paper reviews the published reports of these studies. Much of the data have been redrawn to a standard form to permit comparison to be made and attention is drawn to aspects of these studies which might have animportant bearing on possible large-scale future industrial applications...
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TOLO CHANNEL SUBMARINE PIPELINES, HONG KONG.
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pp.
395–412
Authors:
MJ LITTLE; JA DUXBURY
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.1632
Proc. Instn Ciu. Engrs, Part 1, 1989,86, Apr., 395412 9402 ENGINEERING STRUCTURAL GROUP To10 channel submarine pipelines, Hong Kong M. J. LITTLE, MA, MICE, MIWEM, MHKIE* J. A. DUXBURY, MICE? The paper describes two 2020 mm dia. submarine pipelines each 2370 m long, installed by bottom pull in a pre-dredged trench across To10 channel, Hong Kong. The pipelines will carry about 1182 Ml/day of raw water from Plover Cove reservoir and are among the largest diameter pressurized submarine pipelines in the region...
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DISCUSSION. NAVAL FACILITIES, DIEGO GARCIA, BRITISH INDIAN OCEAN TERRITORY: MANAGE -MENT AND ADMINISTRATION.
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pp.
413–421
Authors:
T TUCKER; BT DOUGHTY; JE CLIFFORD; JM THOMAS; SIR G MANZIE; RN SAINSBURY; JA ARMITT; JN BARBER; PD HUNTER; J OREILLY; AN BEAL
Document Type:
Discussion
DOI
:
10.1680/iicep.1989.1633
Proc. Instn Cio. Engrs, Part 1, 1989, 86, Apr., 413421 9315 DISCUSSION MARITIME ENGINEERING GROUP Naval facilities, Diego Garcia, British Indian Ocean Territorymanagement : and administration T. Tucker and B. T. Doughty Mr J. E. Clifford, Consulting engineer The project is a good example of one completed on time and to budget. The preliminary works such as those carried out by the Seabees provide a valuable base from which to start the major development in a remote location. Was the possibility of the major work contemplated at thattime? 69...
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LOWER RIVER MOLE FLOOD ALLEVIATION SCHEME. DISCUSSION.
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pp.
423–434
Authors:
WE FOSTER; WB HARRIS; DL HOCKIN; B GRUFFYDD; NH POSTLES; TMR FAWDRY; WAH HAMILTON; JD WINDERS; S HOYLES; MJ KENN; AT PEPPER; RB BULMAN; ICE
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.1634
Proc. Instn Ciu. Engrs, Part 1,1989,86, Apr., 423434 UP WATER 9160 DISCUSSION EERING Lower RiverMole flood alleviation scheme W. E. Foster andW. B. Harris Mr D. L. Hockin, Fellow The need for this flood alleviation scheme was generated by a problem that has bedevilled man for centuries. That is the flooding of properties constructed on the flood plain. In this case loo00 properties were affected, built on land with a long history of flooding. The problem invariably arises due to the shortsightedness of developers and in some cases the shortsightedness of planners...
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THE HUME (MELBOURNE-SYDNEY) FREEWAY IN THE STATE OF VICTORIA, AUSTRALI -A.
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pp.
435
Authors:
KG BASSI; RT UNDERWOOD
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.1635
Proc. Instn Ciu. Engrs, Part 1,1989,86, Apr., 435 DISCUSSION 9257 TRANSPORTATION ENGINEERING GROUP The Hume(Melbourndydney) freeway in the State of Victoria, Australia R. T. UNDERWOOD Mr K. G. Bassi, Ministry of Transportation and Communications, Ontario Figure l lshows the details of the continuous cast-in-place overlay slab on top of the simply-supported precast units at the piers. Did any undesirable transverse cracks developin this area? 77. The median tapered shaft piersfor the road over freeway bridges were set square to the bridge centreline regardless of the crossing skew angle...
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COMMONWEALTH ENGINEERS` COUNCIL - ITS PAST AND ITS FUTURE.
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pp.
437
Authors:
WJ ROURKE; DGM ROBERTS
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.1636
Proc. Instn Civ. Engrs, Part 1,1989,86, Apr., 437 DISCUSSION ENGINEERING 9274 MANAGEMENT GROUP Commonwealth Engineers' Councilits past and its future D. G. M. Roberts Mr W. J. Rourke, Institution of Engineers, Australia It has been my privilege to represent Australia at meetings of the Commonwealth Engineering Council and I support the views of Mr Roberts on the utility and effectiveness of CEC. It has a low key approach, but is an excellent forum that facilitates technology transfer and further professional interests in an atmosphere of friendliness and trust...
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INFORMAL DISCUSSION. VEHICLE AND HIGHWAY DESIGN: OPERATION AND ECONOMI -CS.
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pp.
439–443
Authors:
SIR A BAILEY; CGB MITCHELL; J HARFORD; AH RHODES; DG POWELL; TRRL
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.1637
Proc. Instn Ciu. Engrs, Part 1, 1989,86, Apr., 439443 INFORMAL DISCUSSION TRANSPORTATION ENGINEERING GROUP Vehicle and highway designoperation andeconomics : Introducers Sir Alan BAILEY, KCB* C . G. B. MITCHELLY J. HARFORDS A. H. RHODES$ Reporter D. G . Powell, BSc(Eng),PhD, MIMechE, FIHT, MREAAA// Sir Alan Bailey stressed the need for interdisciplinary collaboration in the study of transport problems. He emphasized that the work of the Department aimed to lead to relaxation of current restrictions applied to heavy goods vehicles and that an input from research on dynamic effectswasvitally important...
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