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Keywords: FAILURES
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Journal Articles
THE CONSTRUCTION OF THE NEW SEA-LOCKS OF THE CRINAN CANAL.
Available to Purchase
Journal:
Selected Engineering Papers
Selected Engineering Papers (1935) 1 (172)
Published: 01 January 1935
..., 1820 whilst on a return voyage to Glasgow. Theearlyhistory of thecanal was unfortunate, the failure of Original Communication No. 4966. l* 4 WESTON ON CTOHNESTRUCTION OF THE reservoir- and canal-embankment's,in addition to ordinary working and maintenancee,ntailingexpenditure thathe revenue...
Journal Articles
ELASTIC FAILURE OF THICK CYLINDERS.
Available to Purchase
Journal:
Selected Engineering Papers
Selected Engineering Papers (1934) 1 (138)
Published: 01 January 1934
...,in the following pages. PRINTED IN QREATBRITAIN BY W1LLIA.H CLOWE8 ANI) SONS, LIMITED, LONDON AND BBCCLI% THE INSTITUTION OB CIVIL ENGINEERS. SELECTED ENGINEERINGPAPERS. No. 138. Elastic Failure of Thick Cylinders. By HARRISBOOTHB, .A., Assoc. M. Inst. C.E. PUBLISHEwDork already available includes analyses...
Journal Articles
FAILURES IN STEEL AND CAST-IRON MAINS AND PROVISIONS FOR THEIR PROTECTION.
Available to Purchase
Journal:
Selected Engineering Papers
Selected Engineering Papers (1934) 1 (154)
Published: 01 January 1934
...E F REID © Thomas Telford and ICE 1934 METROPOLITAN WATER BOARD INDIANAPOLIS WATER COMPANY FAILURES STEEL CAST IRON MAINS PROTECTION WATER ROADS GAS STRUCTURAL MECHANICAL PHYSICAL CHEMICAL INTERIOR CORROSION EXTERNAL ELECTRICAL ELECTROLYSIS VIBRATIONS ANCHORAGES...
Journal Articles
THE TORSIONAL PROPERTIES OF STRUCTURAL AND OTHER SECTIONS.
Available to Purchase
Journal:
Selected Engineering Papers
Selected Engineering Papers (1932) 1 (128)
Published: 01 January 1932
... to this position, and finding the twist on the new gauge length. Specimens of circular and rectangularshape were cut from the bars, as shown in Fig. 9. Torque-twist curves were obtained, giving Fig. 9. the rigidity modulus p and the torque causing failure. The value of p varied from 11-62 X 106 to 11.79 X 106 lbs...
Journal Articles
THE STABILIZING OF A QUAY-WALL.
Available to Purchase
Journal:
Selected Engineering Papers
Selected Engineering Papers (1931) 1 (121)
Published: 01 January 1931
... stability was to enclose about 120feet of the wall in a steel dam round the poinotf maximum failure, excavate inside this, and concreteunder the walldown to rock level. Pits 6 feet square were to be sunk, 12 feet apartbetween centres, close against and along the inner face of the dam, carried down...
