Minutes of Proceedings of the Institution of Civil Engineers, Band 234Institution of Civil Engineers, 1933 Vols. 39-204 (1874/75-1916/17) have a section 3 containing "Abstracts of papers in foreign transactions and periodicals" (title varies); issued separately, 1919-37, as the institution's Engineering abstracts from the current periodical literature of engineering and applied science, published outside the United Kingdom. |
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Seite 113
... friction of the roughened upper board on free sand measured , but with this arrangement it is the friction angle of the board which is really measured . All these methods agree in showing that z , is not constant , its value before ...
... friction of the roughened upper board on free sand measured , but with this arrangement it is the friction angle of the board which is really measured . All these methods agree in showing that z , is not constant , its value before ...
Seite 115
... angle within a moderate distance of y , without appreciably affecting the value of H. As soon as the plane of rupture forms , the friction angle z , begins to fall and the force H will rise , but cannot reach the ordinate at 71 of the ...
... angle within a moderate distance of y , without appreciably affecting the value of H. As soon as the plane of rupture forms , the friction angle z , begins to fall and the force H will rise , but cannot reach the ordinate at 71 of the ...
Seite 150
... friction angle between the sand and the back of the wall . ( In most cases = p . ) " Friction Angles " are used throughout the Paper instead of " Coefficients of Friction . " The relation between the two is- Tan ( Friction Angle ) ...
... friction angle between the sand and the back of the wall . ( In most cases = p . ) " Friction Angles " are used throughout the Paper instead of " Coefficients of Friction . " The relation between the two is- Tan ( Friction Angle ) ...
Inhalt
MINUTES OF PROCEEDINGS | 1 |
Transfer of Associate Members to the class of Members | 104 |
Discussion on the two foregoing Papers 3 cuts | 118 |
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Alfred Yarrow angle angle of repose attack Author B.Sc bridge C.E. VOL carried cement central deflection centre of pressure Civil Engineers coat coefficient Committee concrete considerable construction corrosion Council curve cylinders diameter Dugald Clerk effect Egmore electric equation experiments feet film force formula frequency friction gallons given granular material grout hammer-blow horizontal House of Lords impact Inst Institution iron jetty joints length lining load locomotive Lord Lord Macnaghten Madras material maximum metal method miles movement obtained occur oscillation oxide oxygen paint Paper pipe-line pipes placed plane of rupture Plate potassium chromate present pressure tunnel Professor protection purpose Railway retaining-walls rock rust sand scale Severn tunnel shaft society sodium hydroxide span springs square inch steel Steenbras stresses substations surface temperatures tests tons vertical wall wedge theory weight whilst William