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Journal of the ICE

E-ISSN: 0368-2455

Volume 25, Issue 2, December 1945

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PARTICLE-SIZE IN SILTS AND SANDS. (INCLUDES BIBLIOGRAPHY).
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- pp. 81–105
- Authors: R GLOSSOP; A W SKEMPTON
- Document Type: Research Article
- DOI: 10.1680/ijoti.1945.13927
- JOURNAL OF THEINSTITUTION OF CIVIL ENGINEERS No. 2. 1945-46 DECEMBER 1945 Paper No. 5492 " Particle-size i Silts and Sands."* n By RUDOLPH GLOSSOP, B.Sc., and ALECWESTLEY SKEMPTON, M.Sc., Assoc. M. Imt. C.E. TABLE OF CONTENTS. Introduction Mechanical analysis . . . . . . . . . . . . . . . Distinction between gravel and sand fractions . . . . . . Distinction between silt and clay fractions . . . . . . . Distinction between silt and sand fractions . . . . . . . Distinction between the sand fractions . . . . . . . . Conclusions Acknowledgements . . . . . . . . . . . . . . Appendix : Bibliography . . . . . . . . . . . . .... .... .... .... .... .................... .... .... INTRODUCTION...
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A CONSOLIDATION OF VERTICAL CURVE DESIGN.
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- pp. 106–121
- Authors: J AITKEN; J BOYD
- Document Type: Research Article
- DOI: 10.1680/ijoti.1945.13928
- 106 Paper No. 5494 `` A Consolidation of Vertical Curve Design." By JOHN AITKEN, B.Sc., and JAMES BOYD, B.Sc., Assoc. MM. Inst. C.E. (Ordered by the Council to be published with written discussion.)? TABLE O F CONTENTS Introduction . . . . . . . . . . . . . . . . . . . Statement of the problem . . . . . . . . . . . . . . Shape of curve . . . . . . . . . . . . . . . . . Conventions used ................ Relation between length of curve and radius ........ Visibility ................... Centrifugal effect ................ Drainage ................... Method of using Pig. 4 . . . . . . . . . . . . . . . . Calculation of level at any point on a vertical curve ...
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CONSTRUCTION OF A HEAVY-DUTY CONCRETE RUNWAY. (INCLUDES PLATES).
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- pp. 121–142
- Authors: R STRUTHERS; J W LOVATT
- Document Type: Research Article
- DOI: 10.1680/ijoti.1945.13929
- A CONSOLIDATION OF VERTICAL DESIGN. CURVE 121 becomes the criterion of design, and tosatisfy this on roads with no speedlimit the least radius should be 3,000 feet. Where visibility of a given value must be taken into account the shortest length of curve to provide this visibility can be calculated from equations (2) or (4) or read off directly from .Fig. 4. When the length of the vertical curve has been fixed the discretion of the designer ends, as the calculation of the levels of points on the curve depends on mathematical analysis...
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THE USE OF ALUMINOUS CEMENT IN THE CONSTRUCTION OF THE MOSUL TUNNEL, IRAQI STATE RAILWAYS.
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- pp. 142–149
- Author: G C HAGGER
- Document Type: Research Article
- DOI: 10.1680/ijoti.1945.13930
- 142 HAGGER ON THE USE OF ALUMINOUS CEMENT number of vibrations per minute different machines varies, and this could of he compensated for by altering the rateof travel of the machine. If the abovedescribedselection of materialsanddetermination of` machines mere ta,ken into account before designing the mix and arranging t'he contract, contractor would be able to plan his operations withmore the certainty, which would be reflected both in quality of workmanship and speed of execution. It is,self-evident that speed and output, provided there is good organization, can be complementary to, and not the enemy of quality...
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ABSTRACT. THE DETERMINATION OF THE AREA OF A SEGMENT OF A CIRCLE. (IN DRAWING OFFICE AND WORKSHOP).
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- pp. 150–155
- Author: M A RAVENOR
- Document Type: Research Article
- DOI: 10.1680/ijoti.1945.13931
- 150 RAVENOR ON THE DETERMINATION OF Paper No. 5489 The Determination of the Area of a Segment of a Circle (In Drawing Office and Workshop)." By MAURICEAUGUSTUS RAVENOR, Inst. C.E. M. (Ordered by the Council to be published in abstract fwm.)t SEVERAL precise formulas have been published for computing the area of a circular segment based on the fundamentalequation, Area of segment = Area of sector - Area of triangle aob (Fig. I ) .. (1) In the drawing office and workshop, as an aid to the quicker determination of the area, Tables are generally used...
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OBITUARY. PROFESSOR WILFRID NOYCE KERNOT, 1868-1945.
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- pp. 156
- Author: UNKNOWN
- Document Type: Obituary
- DOI: 10.1680/ijoti.1945.13932
- 156 OBITUARY, OBITUARY. Professor WILFRID NOYCE KERNOT was born a t Geelong, Victoria, on the 18th July, 1868, and died in Melbourne on the 17th May, 1945. He was educated a t Flinders School, Geelong, and pursued his technical studies a t the Melbourne University Engineering School, where he obtained the degrees ofB.C.E., and M.1Mech.E. He received his practical training with the firm of Anderson, Eernot and Thomas, consulting engineers, for whom he carried out work on the construction of several important bridges in Victoria, gaining a prize of 220 for a road bridge a t Spencer Street, Melbourne...

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ICE - Institution of Civil Engineers - Virtual Library

Journal of the ICE

Volume 25, Issue 2, December 1945

PARTICLE-SIZE IN SILTS AND SANDS. (INCLUDES BIBLIOGRAPHY).

A CONSOLIDATION OF VERTICAL CURVE DESIGN.

CONSTRUCTION OF A HEAVY-DUTY CONCRETE RUNWAY. (INCLUDES PLATES).

THE USE OF ALUMINOUS CEMENT IN THE CONSTRUCTION OF THE MOSUL TUNNEL, IRAQI STATE RAILWAYS.

ABSTRACT. THE DETERMINATION OF THE AREA OF A SEGMENT OF A CIRCLE. (IN DRAWING OFFICE AND WORKSHOP).

OBITUARY. PROFESSOR WILFRID NOYCE KERNOT, 1868-1945.