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Journal of the ICE
E-ISSN
:
0368-2455
Volume 29, Issue 2, December 1947
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THE MOVEMENT OF WATER IN THE MIDDLE AND LOWER CHALK OF THE RIVER DOUR CATCHMENT. (INCLUDES APPENDICES AND PLATES).
More details
pp.
73–108
Author:
D H B REYNOLDS
Document Type:
Research Article
DOI
:
10.1680/ijoti.1947.13540
JOURNAL OF THE INSTITUTION OF CIVIL ENGINEERS NO. 2 . 1947-48 DECEMBER 1947 Paper No. 5499. The Movement of Water i the Middle and Lower Chalk of the n River Dour Catchment." BY DONALD HUGHBAILLIEREYNOLDS. M.I.C.E. M.A., (Ordered by the Council to be published with written discussion.)t TABLE O F CONTENTS . . . . . . . . . . . . . . . PAGE Introduction . . . . . . . . . . . . . . . . . . Author's conclusions .............. Hydrological data . . . . . . . . . . . . . . . Description of area . . . . . . . . . . . . . . . Geological strata ............... Impervious layers ............... Surface streams ................ Adits and wells Expert opinions of 1898 as to the movement of water in the chalk Undergroundwater-levels of 1898 ...
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PRE-STRESSED REINFORCED-CONCRETE HANGAR AT THE CIVIL AIRPORT OF KARACHI. (INCLUDES PHOTOGRAPH).
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pp.
109–130
Authors:
C G SEXTON; FREYSSINNET
Document Type:
Research Article
DOI
:
10.1680/ijoti.1947.13541
SEXTON ON PRE-STRESSED REINFORCED-CONCRETE HANGAR AT THE CIVIL AIRPORT OF EARACHI. 109 Paper No. 5571. Pre-stressed Reinforced-Concrete Hangar at the Civil Airport of Rarachi." M.I.C.E. By CYRIL GEORGESEXTON, (Ordered by the Council to be published with written discussion)t TABLE OF CONTENTS. Introduction Description of the hangar Pm-stressing methods Typical main beam calculations Construction Final calculation of stresses in main beams Deflexions of mainbeam Conclusions Acknowledgements . . . . . . . ....... ... .... . . . . . .......... . ...... .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PAGE 109 110 115 118 121 126 126 128 129 INTRODUCTION. THIS Paper is intended toillustratethe introduction of pre-stressed reinforced-concrete construction into India...
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THE ECONOMICS OF VIADUCTS, EMBANKMENTS, AND RETAINING WALLS FOR MOTOR-WAYS.
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pp.
130–138
Authors:
SIR E O WILLIAMS; O T WILLIAMS
Document Type:
Research Article
DOI
:
10.1680/ijoti.1947.13542
130 WILLTAMS AND WILLIAMS ON THE ECONOMICS OF VIADUCTS, amounted to Rupees 680,000 in round figures, or a little more than 50,000 sterling. The firm are a t present engaged on the preparation of designs for and on the carrying out of test-beam experiments in connexion with pre-stressed reinforced-concrete cantilever-roof-type hangars. ACKNOWJ.EDGEMENTS. The Author wishes to thank theprincipals of his firm and those of the Pre-stressed Concrete Co., Ltd., of London, for permission to publish the Paper, and to extend grateful appreciation to Mr...
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PERCENTAGE ELONGATION OF STEEL. (INCLUDES PLATE).
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pp.
138–153
Authors:
A C VIVIAN; W C UNWIN; E G IZOD
Document Type:
Research Article
DOI
:
10.1680/ijoti.1947.13543
138 VIVIAN PERCENTAGE ON ELONGATION OF STEEL. 2. In built-up areas viaducts and retaining walls soon come into the picture and if a use can be found for the viaduct, say a5 a garage, it is reasonable for heightsas low as 12 feet. 3. Except in specialcircumstances of foundations or requirements, viaduct spans of 50 feet are the most economical over land or water. 4. Over landpre-castandin-situconstruction areabout equal in cost, but present conditions of material supply may favour the former. 5. Over water or where temporary staging is difficult-as over railways -pre-cast construction is defhitely more economical than in-situ construction for spans upt o 80 feet...
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ABSTRACT. AERODROME DEVELOPMENTS IN INDIA.
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pp.
154–160
Author:
E H BOOTH
Document Type:
Research Article
DOI
:
10.1680/ijoti.1947.13544
154 BOOTH ON AERODROME DEVELOPMENTS IN INDIA. Paper No. 5575. `` Aerodrome Developments in India." By EDGAR HICKMAN BOOTH, M.I.C.E. (Ordered by the Council to be published in abstract forrn.)t INTRODUCTION. PRIOR 1942 ground facilities for aircraft in India weremeagre. The to entry of Japan into the war found the country facing a critical situation as regards aerodromes for defence and communication purposes. Instead of the leisurely construction of a dozen aerodromes with 800-yard runways, as had been decided upon in 194041, the construction of more than two hundred aerodromes with 2,000-yard runways became a top priority task in 1942...
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ABSTRACT. THE CONSTRUCTION OF THE TRANS-IRANIAN RAILWAY, WITH PARTICULAR REFERENCE TO THE WORKS OF 'LOT 6 (SOUTH).' (INCLUDES PHOTOGRAPHS).
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pp.
160–167
Author:
C L CHAMPION
Document Type:
Research Article
DOI
:
10.1680/ijoti.1947.13545
160 CHAMPION ON THE CONSTRUCTION OF THE TRANS-IRANIAN RAILWAY, Calcutta, whilst conventional steel hangars are being provided at internal airports. A total of 111 aerodromes is scheduled India, to form a basic network in for the various trunk routes. Ninety-one of these already exist, but they require considerable adaptation for post-war civil use. A preliminary forecast of expenditure during the f i s t 10-year post-war period totals 15.5 crores of rupees ($12,000,000). The Paper is accompanied by two sheets of drawings and ten photographs from some of which the half-tone page plates and the Figures in the text have been prepared...
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OBITUARY. GEOFFREY LANCASTER GROVES, 1892-1947.
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pp.
168–169
Author:
UNKNOWN
Document Type:
Obituary
DOI
:
10.1680/ijoti.1947.13546
168 OBITUARY. OBITUARY. GEOFFREY LANCASTER GROVES was born in London on the 1st February, 1892, and died suddenly in Westminster Hospital on the 13th October, 1947. He was educated a t Whitgift School, Croydon, and pursued his scientific studies at the City and Guilds (Engineering) College, South Kensington, where he obtained the degree ofB.Sc. (Engineering) of London University, with Honours. His practical training was received under the Chief Mechanical Engineer of the London and South Western Railway and with Messrs. Mott, Hay, and Anderson, Consulting Engineers, Westminster...
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OBITUARY. SIR (STANDEN) LEONARD PEARCE, CBE, 1873-1947.
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pp.
169–170
Author:
UNKNOWN
Document Type:
Obituary
DOI
:
10.1680/ijoti.1947.13547
OBITUARY. 16 9 entitled " Tunnel Linings, with special reference to a New Form of Reinforced-Concrete Lining '' 1 and " The Ilford Tube " 2 gained respectively a Crampton Prize and a Baker Gold Medal. I n October 1923 he married Miss Barbara Nancie Prost (who survives him), and had threedaughters. SIR (STANDEN) LEONARD PEARCE, C.B.E., was born a t Crewkerne, Somerset, on the 28th September, 1873, and died at Bickley, Kent, on the 20th October, 1947...
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