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
... wall is indeterminate and may have any value between the " passive " and the " active " forces . This Paper deals only with the latter , which is the smaller of the two ... Wall Wall Swinging Inchi 104 [ Minutes of JENKIN ON THE PRESSURE.
... wall is indeterminate and may have any value between the " passive " and the " active " forces . This Paper deals only with the latter , which is the smaller of the two ... Wall Wall Swinging Inchi 104 [ Minutes of JENKIN ON THE PRESSURE.
Seite 214
... wall which moved only from the top , the base forming a pivot , and with a surcharge , and then the increase of the pressure behind the wall was less than proportional to the increase of the surcharge , but the diminution , in ...
... wall which moved only from the top , the base forming a pivot , and with a surcharge , and then the increase of the pressure behind the wall was less than proportional to the increase of the surcharge , but the diminution , in ...
Seite 554
... walls , 126 ; comparison between stepped walls and battered walls , 127 ; L - shaped walls , 131. - Accurate measurement of by means of an angle wall , 131. — Walls with large positive batter and angle walls with wide bases ( a > ß ...
... walls , 126 ; comparison between stepped walls and battered walls , 127 ; L - shaped walls , 131. - Accurate measurement of by means of an angle wall , 131. — Walls with large positive batter and angle walls with wide bases ( a > ß ...
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