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ICE Proceedings: Engineering Divisions
E-ISSN
:
0534-2767
Volume 3, Issue 1, February 1954
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THE EFFECTS OF JET AIRCRAFT ON AIRFIELD PAVEMENTS, AND ASSOCIATED PROBLEMS.
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pp.
1–29
Authors:
D H CARRACK; D G ROBERTSON
Document Type:
Research Article
DOI
:
10.1680/ipeds.1954.11622
PROCEEDINGS THE INSTITUTION OF CIVIL ENGINEERS PART I1 FEBRUARY 1954 AIRPORT ENGINEERING DIVISION MEETING 13 October, 1953 Sir George Fretwell, K.B.E., Member, Chairman of the Division, in the Chair The following Paper was presented for discussion and, on the motion of the Chairman, the thanks of the Division were accorded to the Authors. Airport Paper No. 24 " The Effects of Jet Aircraft on Airfield Pavements, and Associated Problems " * bY Douglas Hornsby Carrack, A.M.I.C.E., and Douglas Gordon Robertson, M...
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DISCUSSION. THE EFFECTS OF JET AIRCRAFT ON AIRFIELD PAVEMENTS, AND ASSOCIATED PROBLEMS.
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pp.
30–43
Authors:
K C MANN; P L CRITCHELL; R S MILLARD; A GOODE; G S COOPER; J M WATSON; T V SOMERVILLE; P J M ROBINSON; B H KNIGHT; R F EARLEY; D G ROBERTSON; D H CARRACK
Document Type:
Discussion
DOI
:
10.1680/ipeds.1954.11623
30 DISCUSSION ON THE EFFECTS OF JET Discussion The Authors introduced the Paper with aid of a film illustrating the effects of a Vampire jet, operating at different outputs, on various kinds of surfacing. Mr K. C. Mann said that only co-operation between aircraft designers and airfield designers would prevent the problem which had arisen through the adoption by the aircraft industry of jet engines from becoming almost insoluble. If the aircraft designers were to accentuate still further the trend that was shown in Fig. 3 (a) (Attacker) by designing aircraft with even greater downward inclination of the jet, he thought that nothing short of some expensive refractory material would be necessary on the runways ; and in point of fact the jet people would put themselves out of business, because it would be too expensive to put aircraft on the ground ! The film had shown that the Vampire's jet had devastating effects...
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OVERHAUL AND REPAIR OF LOCK GATES IN THE PORT OF LONDON.
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pp.
44–87
Author:
J T WILLIAMS
Document Type:
Research Article
DOI
:
10.1680/ipeds.1954.11624
44 WILLIAMS ON OVERHAUL AND REPAIR OF MARITIME AND WATERWAYS ENGINEERING DIVISION MEETING 27 October, 1953 Lieutenant-Colonel R. H. Edwards, Member, Chairman of the Division, in the Chair The following Paper was presented for discussion and, on the motion of the Chairman, the thanks of the Division were accorded to the Author. Maritime Paper No. 24 cc Overhaul and Repair of Lock Gates in the Port of London ” bY John Thomas Williams, B.Sc.(Eng.), A.M.I.C...
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DISCUSSION. OVERHAUL AND REPAIR OF LOCK GATES IN THE PORT OF LONDON.
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pp.
88–105
Authors:
J H JELLETT; J S S RAMSAY; G A WILSON; V H TRIPP; I S S GREEVES; J A FISHER; F M EASTON; M W LEONARD
Document Type:
Discussion
DOI
:
10.1680/ipeds.1954.11625
88 DISCUSSION ON OVERHAUL REPAIR 0)' AND Discussion The Chairman, in proposing a vote of thanks to theAuthor, said that those responsible for the maintenance of dock gates realized that that was not just another branch of engineering but was, in many ways, a science of its own-especially in viewof the costs involved. As an example, the contract figure for a pair of gates built in 1945 had been f38,759, and the cost of the site-work f15,761, making a total of f54,520. A current contract, let within the past few months, for a pair `of gates of similar size, showed a big difference...
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BRIDGE INVESTIGATION, CEYLON GOVERNMENT RAILWAYS, 1949-1951.
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pp.
106–139
Author:
C GRIBBLE
Document Type:
Research Article
DOI
:
10.1680/ipeds.1954.11626
106 GRIBBLE ON BRIDGE INVESTIGATION, RBILWAY ENGINEERING DIVISION MEETING 24 November, 1953 Mr W. K. Wallace, Member, Chairman of the Division, in the Chair The following Paper was presented for discussion and, on the mot,ion of t.he Chairman, the thanks of the Division were accorded to t,he Author. Railway Paper No. 51 " Bridge Investigation, Ceylon Government Railways, 1949-1951 " bY Conrad Gribble, O.B.E., M.I.C.E. SYNOPSIS The investigation into the strength of the bridges on the principal railway lines in Ceylon was undertaken by the Author on behalf of the Crown Agents for the Colonies, to what extent tbhreid ges could safelcya rry existinglocomotives, and what strengthenat the request of the Ceylon Government...
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DISCUSSION. BRIDGE INVESTIGATION, CEYLON GOVERNMENT RAILWAYS, 1949-1951.
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pp.
140–157
Authors:
W E GELSON; J E S BODGER; T H HOPKINS; P S A BERRIDGE; J MACHARDY YOUNG; J D WATSON; A DEAN; B BRAMALL
Document Type:
Discussion
DOI
:
10.1680/ipeds.1954.11627
140 DISCUSSION ON l3kIDGE tNVESTIGATION, Discussion ' Mr W. E. Gelson first remarked upon the range of stress to which the wrought-iron specimens had been subjected in the 1936 fatigue tests. The range of 5'7.5 tons per square inch (see p. 118) was a figure which good wrought iron of the period might be expected to withstand. He then referred to the calculation of horizontal deflexion in Appendix 11. Since the bridges wereof deck type, considerable differencein lateral deflcxion due to centrifugal force was to be expected between top and bottom flanges...
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A METHOD OF ESTIMATING SPEED AND FLOW OF TRAFFIC FROM A MOVING VEHICLE.
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pp.
158–171
Authors:
J G WARDROP; G CHARLESWORTH
Document Type:
Research Article
DOI
:
10.1680/ipeds.1954.11628
158 WARDROP AND CHARLESWORTH ON A METHOD OP ESTIMATING Paper No. 5925 " A Method of Estimating Speed and Flow of Traffic from a Moving Vehicle " X b Y John Glen Wardrop, B.A., and George Charlesworth, B.%, Ph.D. (Ordered by the Council to be published with written discussion.)? SYNOPSIS traffic speeds and flows by observations made from a moving vehicle. Observers in test cars drivenin thetraffic record their journey times, count opposing traffic, and keep a tally of overtaking and overtaken vehicles...
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RAILWAY ARCHITECTURE.
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pp.
172–182
Author:
F F C CURTIS
Document Type:
Research Article
DOI
:
10.1680/ipeds.1954.11629
172 CURTIS ONRAILWAY ARCHITECTURE " Railway Architecture '' by Frederick Francis Charles Curtis, Dr Ing., A.R.I.B.A. (Ortlc.yed by the Council to be published with written discussion.) t INTRODUCTION IT is probably no exaggeration to say that most people, particularly in Great Britain, do not readily associate the railways witharchitecture, although a magnificent start was made here in the pioneering days when some of the stationserected were among the finest buildings of their period. Judging by references to it in novels, radio talks, newspaper articles, or in ordinary conversation, railway architecture seems to consist of grimy, ill-lit, draughty platforms with leaking roofs, dingy waiting-rooms, dilapidated refreshment bars, and millions of rather faded commercial posters...
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CONSTRUCTION OF REINFORCED-CONCRETE FERRY-BERTH PONTOONS IN THE PORT OF SYDNEY.
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pp.
183–187
Author:
B R MONCKTON
Document Type:
Research Article
DOI
:
10.1680/ipeds.1954.11630
MONCKTON ON CONSTRUCTION OF REINFORCED-CONCRETE FERRY-BERTH PONTOONS IN THE PORT OF SYDNEY 183 Paper No. 5886 Construction of Reinforced-Concrete Ferry-Berth Pontoons in the Port of Sydney " bY Basil Robert Monckton, B.E., A.M.I.C.E. (Ordered by the Council to be published in. abstract form.) t History Reinforced-concrete pontoons for ferry berthing were used in Sydney asearly as 1913-14. The first one constructed, weighing600 tons and measuring 110 feet long, 67 feet 7 inches wide, and 7 feet 9inches deep, was believed, when launched, to be the largest vessel of its kind in the world...
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