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 104
... vertical links hang from screwed rods , which in turn are fixed in sliding brass plates , so that vertical and horizontal adjustments may be made . The wall is extended at each end by " guard walls " fixed to the moving frame . An ...
... vertical links hang from screwed rods , which in turn are fixed in sliding brass plates , so that vertical and horizontal adjustments may be made . The wall is extended at each end by " guard walls " fixed to the moving frame . An ...
Seite 107
... vertical section through the sand and wall . Starting Fig . 2 . FORCES . SCALES ARBITRARY ZEROS ARBITRARY . Back Vertical Force Right Horizontal Force Left Horizontal Force Right Vertical Force Left Vertical Force 0.8 1.6 TRAVEL OF WALL ...
... vertical section through the sand and wall . Starting Fig . 2 . FORCES . SCALES ARBITRARY ZEROS ARBITRARY . Back Vertical Force Right Horizontal Force Left Horizontal Force Right Vertical Force Left Vertical Force 0.8 1.6 TRAVEL OF WALL ...
Seite 170
... vertical force by the horizontal force , again for a = 0 and for various angles of inclina- tion , and he found the results were 0-60 , 0-60 , 0-60 , 0-59 , 0-58 , 0.58 ; so that for any angle of inclination from 0 degrees to 30 degrees ...
... vertical force by the horizontal force , again for a = 0 and for various angles of inclina- tion , and he found the results were 0-60 , 0-60 , 0-60 , 0-59 , 0-58 , 0.58 ; so that for any angle of inclination from 0 degrees to 30 degrees ...
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