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 110
... H , with its direction reversed , is the horizontal force exerted by the sand . on the wall . When slip starts , H has the maximum value which can be given by any wedge , so y may be determined by finding what angle gives the largest ...
... H , with its direction reversed , is the horizontal force exerted by the sand . on the wall . When slip starts , H has the maximum value which can be given by any wedge , so y may be determined by finding what angle gives the largest ...
Seite 133
... force H a maximum ( the change of ẞ is small ) . This process continues till H is small enough to allow a new plane of rupture to form in the undisturbed sand ; the back plane , BC , then jumps forward to this new position , the front ...
... force H a maximum ( the change of ẞ is small ) . This process continues till H is small enough to allow a new plane of rupture to form in the undisturbed sand ; the back plane , BC , then jumps forward to this new position , the front ...
Seite 170
... force by the horizontal force , again for a = 0 and for various angles of inclina- tion , and he found the results ... H. In Table II of the present Paper , H for that particular case ( x = 0 and i = 0 ) was 1 · 18 ; so that the ...
... force by the horizontal force , again for a = 0 and for various angles of inclina- tion , and he found the results ... H. In Table II of the present Paper , H for that particular case ( x = 0 and i = 0 ) was 1 · 18 ; so that the ...
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