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 111
... surface may be used . The wall or board may be loaded with weights , but must not be loaded so heavily as to make it sink into the sand . The front edge should extend beyond the sand , so as to avoid any piling up of sand in front when ...
... surface may be used . The wall or board may be loaded with weights , but must not be loaded so heavily as to make it sink into the sand . The front edge should extend beyond the sand , so as to avoid any piling up of sand in front when ...
Seite 184
... surface of granular material except at a height below the free surface given by h = ( sin 0 ) , so that in order to w 1 + sin 0 put 1 ton per square foot on a surface it would be necessary to have the foundation about 2 feet below the ...
... surface of granular material except at a height below the free surface given by h = ( sin 0 ) , so that in order to w 1 + sin 0 put 1 ton per square foot on a surface it would be necessary to have the foundation about 2 feet below the ...
Seite 209
... surface in an apparatus for determining the coefficient of friction by rotating a disk , important conclusions concerning the value of closeness of packing had been drawn . Another analogy might be found in Mr. Krynine's laboratory ...
... surface in an apparatus for determining the coefficient of friction by rotating a disk , important conclusions concerning the value of closeness of packing had been drawn . Another analogy might be found in Mr. Krynine's laboratory ...
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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Häufige Begriffe und Wortgruppen
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