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ICE Proceedings: Engineering Divisions
E-ISSN
:
0534-2767
Volume 2, Issue 3, June 1953
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SOIL STABILITY PROBLEMS IN ROAD ENGINEERING.
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pp.
219–253
Authors:
R GLOSSOP; G C WILSON
Document Type:
Research Article
DOI
:
10.1680/ipeds.1953.11550
PROCEEDINGS THEINSTITUTION OF CIVIL ENGINEERS PART I1 JUNE 1953 ROAD ENGINEERING DIVISION MEETTNG 25 November, 1952 Brigadier A. C. Hughes, 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. Road Paper No. 39 Soil Stability Problems in Road Engineering " by Rudolph Glossop, BSc., M.I.C.E., and Gordon Charles Wilson B.Sc. ( n . , A...
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DISCUSSION. SOIL STABILITY PROBLEMS IN ROAD ENGINEERING.
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pp.
254–280
Authors:
B F J BRADBEER; D J MACLEAN; H Q GOLDER; A H TOMS; E E MORGAN; F L CASSEL; A W SKEMPTON; P E FAIRBAIRN; C A U CRAVEN; D A FOX; B JAKOBSON; W H WARD; B W BRYAN
Document Type:
Discussion
DOI
:
10.1680/ipeds.1953.11551
254 DISCUSSION ON SOIL STABILITY PROBLEMS Discussion Mr B. F. J. Bradbeer observed that it was not easy to follow on after the striking examples presented by Mr Glossopwhen introducing the Paper. Instabilityinroads mightbe considered, he suggested, under two general headings. The first was the more spectacular failures of earthworks and landslides, such as the case recently reported by the County Surveyor of Worcestershire, which had cost ;ElO,OOo to rectify. At presentday prices it was doubtful whether any slip worthy of the name could be dealt with for much less than $5,000...
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THE RECONCILIATION OF CIVIL ENGINEERING PROBLEMS WITH INTERNATIONAL STANDARDS IN THE SITING AND PLANNING OF AIRPORTS.
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pp.
281–302
Author:
A S MACLAREN
Document Type:
Research Article
DOI
:
10.1680/ipeds.1953.11552
MACLAREN ON RECONCILIATION OF CIVIL ENGINEERING PROBLEMS IN THE SITING AND PLANNING OF AIRPORTS 281 AIRPORT ENGINEERING DIVISION MEETING 30 December 1952 Sir Hubert Walker, 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. Airport Paper No. 22 " TheReconciliation of CivilEngineeringProblemswith International Standards i the Siting and Planning of n Airports " bY Archibald Shaw Madaren, M.A., M.I.C.E. SYNOPSIS Certain of the Standards and Recommended Practices of the International Civil Aviation Organization with regard to airport design are examined in the Paper, and suggestions are made both for an improved basis of internationally published data and for other information which it is thought should be included in the Standards...
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DISCUSSION. THE RECONCILIATION OF CIVIL ENGINEERING PROBLEMS WITH INTERNATIONAL STANDARDS IN THE SITING AND PLANNING OF AIRPORTS.
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pp.
303–320
Authors:
R L FITT; J A SKINNER; R F LLOYD JONES; E H LEWIS DALE; W M HARGREAVES; J BRISCOE
Document Type:
Discussion
DOI
:
10.1680/ipeds.1953.11553
IN SITING AND PLANNING OF AIRPOKl'S 303 Discussion The Author, inintroduction, said that he had been asked to draw attention to two points which he had not mentioned in the Paper. The first was that, on undulating sites, it was often difficult to decide how far cost should be incurred in eliminating longitudinal changes of gradient along the runways. Although limiting gradients andrates of change of gradient were set out in the I.C.A.O. report, if they were strictly applied they sometimes produced unsatisfactory results from the pilot's point of view...
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THE RECONSTRUCTION OF GREENWELL'S NO. 1 DRY DOCK AND ANCILLARY WORKS AT SUNDERLAND.
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pp.
321–340
Author:
H RIDEHALGH
Document Type:
Research Article
DOI
:
10.1680/ipeds.1953.11554
RIDEHALGH ON THE RECONSTRUCTION OF GREENWELL'S NO. DRY DOCK AND ANCILLARY WORKS SUNDERLAND AT 1 321 MARITIME ANT) WATERWAYS ENGINEERING DIVISION MEETING 6 January, 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. 22 "The Reconstruction of Greenwell's No. 1 Dry Dock and Ancillary Works at Sunderland " b Y Harry Ridehalgh, M...
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DISCUSSION AND CORRESPONDENCE. THE RECONSTRUCTION OF GREENWELL'S NO. 1 DRY DOCK AND ANCILLARY WORKS AT SUNDERLAND.
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pp.
341–364
Authors:
J H JELLETT; P A SCOTT; A KELLY; F S MACONACHIE; D H LITTLE; F J WATKINS; M L WOLFE BARRY; E I LOEWY; T N C BULMAN; G A WILSON; J S S RAMSAY; V H PONTIN; R McC BRIGGS; D G MCGAREY; R A STEPHENSON; R C HARVEY
Document Type:
Discussion
DOI
:
10.1680/ipeds.1953.11555
DRY DOCK AND ANCILLARY WORKS AT SUNDERLAND 341 Discussion Mr 3. H.Jellett observed that the Author was to be congratulated upon the elimination of the greenheart keel, to which he had referred on p. 331. Mr Jellett had been associated for the past 5 or 6 years with the Dover Train-Ferry dock gates which contained that feature, and there was no doubt that it was one of the weakest features of the design as provided a t Dover. Members of the Division might remember that in 1948 he had presented a Paper describing the maintenance operations a t Dover...
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THE DESIGN OF STRUCTURES IN RELATION TO MAINTENANCE AND INSPECTION
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pp.
365–393
Authors:
F TURTON; N S COX
Document Type:
Research Article
DOI
:
10.1680/ipeds.1953.11556
TURTON AND cox ON THE DESIGN OB STRUCTURES I N RELATION TO MAINTENANCE AND INSPECTION 365 RAILWAY ENGINEERING DIVISIONMEETING 27 January, 1953 Mr J. C. L. Train, 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 theAuthors. Railway Paper No. 48 cc The Design of Structures in Relation to Maintenance and Inspection " bY Frank Turton and Norman Stewart Cox, B.Sc.(Eng.), M...
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DISCUSSION. THE DESIGN OF STRUCTURES IN RELATION TO MAINTENANCE AND INSPECTION.
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pp.
393–415
Authors:
E K BRIDGE; P S A BERRIDGE; J S CAMPBELL; J D WEST; M A HENRY; H SHIRLEY SMITH; A H TOMS; F P DATH; O A DERENSKY; F TURTON; N S COX
Document Type:
Discussion
DOI
:
10.1680/ipeds.1953.11557
IN RELATION TO MAINTENANCE AND INSPECTION 393 eliminate the cutting of light-leads when engines are moved, besides providing better working conditions. CONCLUSIONS The designer, without serving a long apprenticeship on maintenance, cannot be expected to be fully aware of all the difficulties to be overcome by the maintenance engineer in inspecting and in maintainingthe structures in his charge. It is equally true to say that the maintenance engineer may be lacking in his appreciation of the designer's difficulties when required to design a structure a t a figure that is economic in relation to itspurpose...
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SOME AIDS TO TRAFFIC FLOW.
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pp.
416–429
Author:
R A B SMITH
Document Type:
Research Article
DOI
:
10.1680/ipeds.1953.11558
416 SMITH ON SOME AIDS TO TRAFFIC FLOW ROAD ENGINEERINGDIVISION MEETING 3 February, 1953 Brigadier A. C. Hughes, 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. Road Paper No. 40 Some Aids to Traffic Flow " bY Richard Albert Belcham Smith, M.C., A.M.I.C.E. " SYNOPSIS The Author has avoided reference t o major schemes the essentiality of which has already been well-explored and concentratss on such aids as might well be given practical execution even during a period stringent economy...
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DISCUSSION. SOME AIDS TO TRAFFIC FLOW.
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pp.
429–446
Authors:
A J H CLAYTON; S GREEN; H N GINNS; G T BENNETT; J T DUFF; E T T HUSSELL; S B THOMAS; G P MANNING; T S SINCLAIR
Document Type:
Discussion
DOI
:
10.1680/ipeds.1953.11559
SMITH ON SOME AIDS TO TRAFFIC FLOW 429 arouse friction between drivers and a feeling of frustration which is very often reflected, when the congestion is passed, in faster driving than would otherwise be necessary. In the case of road transport the delay is more serious nationally. The driver working to schedule either conforms strictly to the speed limits, in which case he falls behind time, or he increases his speed. If behind schedule, he mayeither fail to deliver a consignment in time (which is particularly serious if for export, or for a factory shortof a particular material), and if he increases speed he not only breaks the law but increases the cost of running and the cost of maintenance...
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METHODS OF SOIL STABILIZATION AND THEIR APPLICATION TO THE CONSTRUCTION OF AIRFIELD PAVEMENTS.
More details
pp.
447–486
Authors:
D J MACLEAN; P J M ROBINSON
Document Type:
Research Article
DOI
:
10.1680/ipeds.1953.11560
MACLEAN ROBINSON STABILIZATION ANU ON SOIL AND APPLICATION CONSTRUCTION TO O F AIRFIELD PAVEMENTS 447 AIRPORT ENGINEERING DIVISION MEETING 3 March, 1953 Sir Hubert Walker, Member, Chairman of the Division, in the Chair A Ballot was held for the election of five members of the Divisional Board. the Proceedings, A list of the members of the complete Board will appear in Part 111, August, and Part 1 , October, 1953. 1 The following Paper was presented for discussion and, on the motion of the Chairman, the thanksof the Division were accorded to theAuthors...
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DISCUSSION. METHODS OF SOIL STABILIZATION AND THEIR APPLICATION TO THE CONSTRUCTION OF AIRFIELD PAVEMENTS.
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pp.
487–502
Authors:
G S COOPER; W P ANDREWS; G C WILSON; A R LEE; W S CATLOW; H Q GOLDER; G H HODGSON; H E BROOKE BRADLEY; D J MACLEAN; P J M ROBINSON
Document Type:
Discussion
DOI
:
10.1680/ipeds.1953.11561
dPPLICA4TION TO CONSTRUCTION OF AIRFIELD PAVEMENTS 487 Discussion NIF G. S. Cooper, referring to theuse of soil stabilization for permanent airfields, observed that most of the pavementsconstructed during the 1 9 3 9 4 5 war had, for a large number of reasons, been constructed in concrete. There had since been little new construction until comparatively recently, andthen construction had consisted in eitherstrengthening existing pavements for aircraft of normal weight or constructing new pavements for heavy aircraft. Most of the sites for heavy aircraft had subgrades with extremely low California Bearing Ratios (of the order of 3 per cent) and those sites on about 4 feet construction thickness would have been required if flexible pavements were to be used...
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POST-WAR COAST PROTECTION WORKS AT FLEETWOOD, LANCASHIRE, 1946-1950.
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pp.
503–509
Author:
W MELVILLE
Document Type:
Research Article
DOI
:
10.1680/ipeds.1953.11562
MELVILLE ON POST-WAR COAST PROTECTION WORKS AT FLEETWOOD, L4NCASHIRE, 1946-50 503 Paper No. 5899 ``Post-War Coast Protection Works at Fleetwood, Lancashire, 1946-50 " by William MelviUe, M.I.C.E. (Ordered by the Council to be published with ujritten d,iscussion) j. SYNOPSIS The Paper gives a short history of coast erosion on the west shore of the Borough from the early nineteenth century. I n 1918, the Corporation of Fleetwood was concerned t the serious risk of flooding a during times of storm, and sought expert advice...
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COAST PROTECTION: SOME RECENT WORKS OF THE EAST COAST, 1942-1952.
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pp.
510–531
Author:
J DUVIVIER
Document Type:
Research Article
DOI
:
10.1680/ipeds.1953.11563
510 DUVIVIER ON COAST PROTECTION : SOME Paper No. 5'301 " Coast Protection : Some Recent Works on the East Coast, 1942-52 " bY Jack Duvivier, B.Sc.(Eng.), M.I.C.E. (Ordered by the Council to be published with written discussion)t SYNOPSIS On the Lincolnshire Coast a special significance attaches to the problem of coast protection as a result of recent disastrous floods. The land islow-lying, in some parts below the level of high water, and the foreshore consists of a wide expanse of clay and warp overlain by a shifting bed of fine sand...
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CORRESPONDENCE. SOME DESIGNS FOR FLEXIBLE FENDERS.
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pp.
532–544
Authors:
D H LITTLE; J A WILLIAMS; D C MCCORMICK; A M ROBERTSON; A H ROBINSON; H S WADDINGTON; H W STEPHENSON
Document Type:
Letter
DOI
:
10.1680/ipeds.1953.11564
532 CORRESPONDENCE ON SOME DESIGNS FLEXIBLE FOR FENDERS CORRESPONDENCE on Papers published in Proceedings, Part 11, February 1953 Maritime Paper No. 21 " Some Designs for Flexible Fenders " 1- by Donald Hamish Little, B.Sc.(Eng.), A.M.I.C.E. Correspondence Mr J. A. Williams stated that theAuthor seemed to have had rather mixed results with the type of structure depicted by P g l 1 and 12, is although in his oral introduction he had briefly referred to some further developments which had been made...
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CORRESPONDENCE. SOME MAJOR PROBLEMS IN RAILWAY CIVIL ENGINEERING MAINTENANCE.
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pp.
545–548
Authors:
A H CANTRELL; W T WILKS
Document Type:
Letter
DOI
:
10.1680/ipeds.1953.11565
CORRESPONDENCE ON SOME MAJOR PROBLEMS IN RAILWAY CIVIL ENGINEERING MAINTENANCE 545 Railway Paper No. 47 " Some Major Problems i Railway Civil Engineering Maintenance '' t n bY Alfred Henry Cantrell, B.Sc.(Eng.), M.I.C.E. Correspondence Mr W. T. Wilgs was of the opinion that the civil engineer in, say, the chemical or petroleum industries needed a larger measure of theoretical training, practicalexperience, and common sensethan, assuggested by the Author, the engineerresponsible formaintenance on the railways. In those industries, engineer had to deal frequently withgases which could the could not be seen, heard, or controlled as could, for example, trains...
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