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Journal of the ICE

E-ISSN: 0368-2455

Volume 22, Issue 5, March 1944

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THE DESIGN OF WHARVES ON SOFT GROUND.
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- pp. 5–25
- Author: H D MORGAN
- Document Type: Research Article
- DOI: 10.1680/ijoti.1944.14023
- MORGAN ON THE DESIGN OF WHARVES GROUND. ON SOFT 5 Paper No. 5393. The Design of Wharves on Soft Ground."? By HORACE DENTON MORGAN,fi1.S~. (Eng.), Inst. C.E. RI. TABLE OF CONTENTS. Introduction . . Driven piles . . Composite piles . Screw piles . . Screw cylinders . Practical problems Sheet-pile wharves PAGE . . . . . ........... .................. INTRODUCTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 5 9 10 14 21 22 ONE of the major problems in theconstruction of wharves is that of designing suitable foundations for the heavy loading involved in cases where no hard stratumis found a t a reasonable depth...
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DISCUSSION. THE DESIGN OF WHARVES ON SOFT GROUND.
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- pp. 25–45
- Authors: WENTWORTH SHEILDS; C W KNIGHT; DU PLAT TAYLOR; FMG; J S WILSON; L F COOLING; S PACKSHAW; A W SKEMPTON; G P MANNING; J BICKLEY; J E G PALMER
- Document Type: Discussion
- DOI: 10.1680/ijoti.1944.14024
- MORGAN ON THE DESIGN OF WHARVES ON SOFT GROUND. 25 has been fixed the location of the anchor follows, the depth being obtained from a further curve. The Author's firm, Messrs. W. T. Halcrow andPartners, were the Engineers for the work a t Beira and acted jointly with Messrs.Coode, Wilson, Vaughan-Lee and Gwyther and Messrs. Wolfe Barry, Robert White and Partners as Engineers for the war work. The Paper is accompanied by eleven sheets of drawings and one photograph,from which the folding Plates and the figures in the text have been prepared...
THE MOMENT-DISTRIBUTION METHOD.
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- pp. 45–48
- Author: J A TODD
- Document Type: Research Article
- DOI: 10.1680/ijoti.1944.14025
- DISCUSSION THE ON DESIGN OF WHARVES ON SOFT GROUND. 45 One of the sheet-piled wharves had played its part on one occasion with some success, when a surcharge of 18 cwt. per square foot had been carried. That seemed to him worthy of remark. He agreed with Mr. Skempton that friction would play some part and that the bearing value would increase with depth ; but he believed that it would not be correct to assume that the friction between the cylinder and the ground was of the same order as the actual shear strength of the silt...
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EXPERIMENTS ON REINFORCED CONCRETE COLUMN BASES.
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- pp. 49–52
- Author: W T MARSHALL
- Document Type: Research Article
- DOI: 10.1680/ijoti.1944.14026
- MARSHALL ON REINFORCED CONCRETE COLUMN BASES. 49 Paper No. 5383. `` Experiments on Reinforced Concrete Column Bases." By WILLIAM THOMAS MARSHALL, Ph.D., BSc. (Eng.), Assoc. M. Inst. C.E. (Ordered by the Council to be published in abstract form.) 7 THEPaper describes experiments carried out by the Author at the Imperial College of Science and Technology on square isolated reinforced-concrete column bases. It falls into three main divisions. The first section deals with the method of design of such bases, pointing out the difference between the London County Council Regulations and the Recommendations for a new Code of Practice in the requirements for the critical shear stress...
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LECTURE ON ENGINEER AND ARCHITECT : POSSIBILITIES OF COLLABORATION.
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- pp. 53–67
- Author: H J ROWSE
- Document Type: Research Article
- DOI: 10.1680/ijoti.1944.14032
- ROWSE ON ENGINEER AND ARCHITECT: POSSIBILITIES OF COLLABORATION. 53 LECTURE ON U Engineer and Architect : Possibilities of Collaboration." Delivered by HERBERT JAMES ROWSE, F.R.I.B.A., the at University of Cambridge on the 15th October 1943. Being a Lecture in the series of Lectures on Engineering Economics, Management, and Aesthetics arranged by the Council of TheInstitution in conjunction with theSenate of Cambridge University. WHENI received the invitationfrom Professor J. F. Baker, &SOC. M.Inst. C.E., to give this lecture, I a t first felt some uncertainty as to whether my qualifications were such as to enable me to speak t o you with sufficient authority, but on reflexion I may perhaps claim some justification on the grounds of a fairly long practice, both in works falling within the normal categories of a diverse architectural practice, and further in association with other works within the sphere of your own calling, sufficient a t least to have given me some insight into the problems which beset our two professions...
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OBITUARY. SIR EDWIN LANDSEER LUTYENS. 1869-1944.
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- pp. 68
- Author: UNKNOWN
- Document Type: Obituary
- DOI: 10.1680/ijoti.1944.14033
- 68 OBITUARY. OBITUARY. Sir EDWINLANDSEER LUTYENS, O.M., K.C.I.E., was born in London on the 29th March, 1869, and died there on the 1st January,1944. He was educated privately. After two years at the Royal Collegeof Art, Kensington, he entered the office of Messrs. George and Peto, and in 1888 began his professional career, designing numerous country houses and gardens, including the central squareof the HampsteadGarden Suburb, with two churches, a vicarage, and the Institute...

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ICE - Institution of Civil Engineers - Virtual Library

Journal of the ICE

Volume 22, Issue 5, March 1944

THE DESIGN OF WHARVES ON SOFT GROUND.

DISCUSSION. THE DESIGN OF WHARVES ON SOFT GROUND.

THE MOMENT-DISTRIBUTION METHOD.

EXPERIMENTS ON REINFORCED CONCRETE COLUMN BASES.

LECTURE ON ENGINEER AND ARCHITECT : POSSIBILITIES OF COLLABORATION.

OBITUARY. SIR EDWIN LANDSEER LUTYENS. 1869-1944.