ICE Virtual Library : Journals : ICE Engineering Division Papers

ICE Engineering Division Papers

E-ISSN: 0534-2775

Volume 9, Issue 13, January 1951

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ENGINEERING FACTORS INFLUENCING THE ADOPTION OF RIGID AND FLEXIBLE PAVEMENTS. AIRPORT ENGINEERING DIVISION.
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- pp. 1–24
- Author: B H KNIGHT
- Document Type: Research Article
- DOI: 10.1680/idivp.1951.12723
- THE INSTITUTION OF CIVIL ENGINEERS AIRPORT ENGINEERING DIVISION ENGINEERING FACTORS INFLUENCING THE ADOPTION OF RIGID AND FLEXIBLE PAVEMENTS " BY BERNARD HOWARD KNIGHT, DSc., Ph.D., M.I.C.E. '' TESTING RUNWAY FOUNDATIONS AND PAVEMENTS " BY JAMES ASTON SKINNER, B.Sc.(Eng.), M.I.C.E. Session 1950-51 LONDON: VublisfJb bp 8Cfit Hnstitrttion of &ibiI %iEngincers, S.W.1 GREAT GEORGE STREET, WESTMINSTER, [TELEQRAME: '' IISTITUTION, LONDON." TELEPHONE: WHITEHALL7l " 4: 5' 7 1951 ADVERTISEMENT The Institution of Civil Engineers as a body is not responsible either for the statements made or for the opinions expressed in the following pages...
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TESTING RUNWAYS FOUNDATIONS AND PAVEMENTS. AIRPORT ENGINEERING DIVISION.
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- pp. 25–45
- Author: J A SKINNER
- Document Type: Research Article
- DOI: 10.1680/idivp.1951.12724
- SKINNER ON TESTINGRUNWAYFOUNDATIONSANDPAVEMENTS 25 Airport Paper No. 17 `I Testing Runway Poundations and Pavements " * by JAMES ASTON SKINNER, B.Sc.(Eng.), M.S.C.E. SYNOPSIS The Paper deals with the testing the strength of runways and their foundations of by plate-bearing methods, and is based on a series of tests undertaken by the Air Ministry during the past few years. A description is given of loading-bridges which have been designed for the purpose. The standard loading-bridge is capable of applying loads of up to70,000 lb...
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DISCUSSION. TESTING RUNWAY FOUNDATIONS AND PAVEMENTS. AIRPORT ENGINEERING DIVISION.
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- pp. 45–67
- Authors: F N SPARKES; J A ROBERTSON; A R LEE; J A DAWSON; J ELLIS; D J MACLEAN; W WOODS; D H LITTLE; W P ANDREWS; H E DAVIS; R G EDKINS; W J O SCOTT; B H KNIGHT; J A SKINNER
- Document Type: Discussion
- DOI: 10.1680/idivp.1951.12727
- SKINNER ON TESTING RUNWAY FOUNDATIONS AND PAVEMENTS 45 two-layer construction with staggered joints, where the topfree to warp is on a rigid base. Some results of these tests are shown in Fig. 20, Plate 2, wherein the considerable effect of temperature on strength is well demonstrated-in fact, to such a degree that it might be accepted as sufficient for qualifying the strength assessment of such runways by a factor which takes the temperature effect into account. ACKNOWLEDGEMENTS The Paper is published by permission of Mr G. H. Fretwell, C...

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ICE - Institution of Civil Engineers - Virtual Library

ICE Engineering Division Papers

Volume 9, Issue 13, January 1951

ENGINEERING FACTORS INFLUENCING THE ADOPTION OF RIGID AND FLEXIBLE PAVEMENTS. AIRPORT ENGINEERING DIVISION.

TESTING RUNWAYS FOUNDATIONS AND PAVEMENTS. AIRPORT ENGINEERING DIVISION.

DISCUSSION. TESTING RUNWAY FOUNDATIONS AND PAVEMENTS. AIRPORT ENGINEERING DIVISION.