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1-8 of 8
Keywords: RATES
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Journal Articles
Journal of the Institution of Civil Engineers (1949) 31 (3): 241–269.
Published: 01 January 1949
...J ALLEN; W EASTWOOD © Thomas Telford Ltd 1949 PSCALE MODELS EXPERIMENTS SILT TRAPPING BASINS CONFLUENCES CANALS RIVERS WATERWAYS MODELLING SETTLING WEIRS TESTS DEPOSITION SAND RATES DISCHARGES RIVER MERSEY MANCHESTER SHIP IRLAM UK ALLEN AND EASTWOOD...
Journal Articles
Journal of the Institution of Civil Engineers (1948) 31 (1): 91–92.
Published: 01 November 1948
...L M SMITH © Thomas Telford Ltd 1948 SHIFT TRANSITION CURVES ROADS EQUATIONS CENTRIFUGAL RATIOS RATES CHANGE GEOMETRY LENGTH SPEED SMOITNH THE SIGNIFICANCE SOHFIFT IN RELATIONTOTRANSITION CURVES FOR ROADS. 91 Paper No. 5659. " The Significance of Shift in reIation...
Journal Articles
Journal of the Institution of Civil Engineers (1946) 26 (8): 486–519.
Published: 01 October 1946
..., mete'orology, aeronautics, and engineering in the proceedings of learned societies, and his awards included the Royal Medal and the CopleyMedal of the Royal Society. " The Testing of Materials at High Rates of Loading." By SIR GEOFFREYINGRATMAYLOR, F.R.S. TABLE OF CONTENTS. PAGE Introduction...
Journal Articles
Journal of the Institution of Civil Engineers (1942) 18 (8): 563–567.
Published: 01 October 1942
...R H EVANS; J L M MORRISON; R H WOOD CORRESPONDENCE ON EFFECT OF RATE OLFOADING. 563 Paper No. 5302. Effect of Rate of Loading on the Mechanical Properties of Some Materials By RHYDWYN HARDIPTG EMV.AScN.,SP,h.D., Assoc. M. Inst. C.E. Correspondence. Dr. J. L. M, Morrison observed...
Journal Articles
Journal of the Institution of Civil Engineers (1942) 18 (7): 296–306.
Published: 01 June 1942
...R H EVANS © Thomas Telford and ICE 1942 296 EVANS ON EFFECT 0% RATE Ofl LOADINOGN THE so that the factorof safety of the bank would be 1 __ = 1.6. The method 0.61 now in use for estimating the factor of safety consists in drawing a line through 0 to touch the friction circle ($ = 10 degrees...
Journal Articles
Journal of the Institution of Civil Engineers (1941) 16 (7): 381–398.
Published: 01 June 1941
..., therefore, l+ ON THE CONSOLIDATION OF CLAY. 387 be calculated for any value of E or p , and the p/. curve also enables the h a 1compression of a clay layer to be calculatedfor any pressure increment, from equation (2). The rate at which the consolidationproceeds is, however, a more complicatedproblem...
Journal Articles
Journal of the Institution of Civil Engineers (1941) 15 (4): 284–296.
Published: 01 February 1941
...W M GRIFFITH © Thomas Telford and ICE 1941 DISCHARGES SURFACE FLOATS RIVERS CANALS GAUGING CALCULATIONS RATES FLOW VELOCITY GAUGES 284 ORTPFITH ON DISCHARGE RP SURFACEFLOATS. Paper No.524-0. Discharge by Surface Floats. By WILLIAMMAURICEGRIFFITH,Assoc. M. Inst. C.E...
Journal Articles
Journal of the Institution of Civil Engineers (1940) 14 (8): 566–571.
Published: 01 October 1940
... in the accident-rate which had been achieved in that country during thepast few years. It was difficult, however, to agree entirely wit,hthe second paragraph of Mr. Lavis s observations which, taken by itself, placed the blame almost entirely upon the driver. Mr. Clayton preferred to my that the fault...
