Minutes of Proceedings of the Institution of Civil Engineers, Band 161The Institution, 1904 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 129
... arch hard up to the rock . In the case shown by the section at 252 feet from the north tunnel - front ( Fig . 5 ) the cavity above the new arch is so great that the thickness of the arch was increased to 3 feet . The average thickness ...
... arch hard up to the rock . In the case shown by the section at 252 feet from the north tunnel - front ( Fig . 5 ) the cavity above the new arch is so great that the thickness of the arch was increased to 3 feet . The average thickness ...
Seite 133
... arch where there were counterfort walls , the latter being built on the top of the sheets . The excavated materials were conveyed by trolley to a point at the back of the uprights of the overhead platform . The body of the trolley was ...
... arch where there were counterfort walls , the latter being built on the top of the sheets . The excavated materials were conveyed by trolley to a point at the back of the uprights of the overhead platform . The body of the trolley was ...
Seite 134
... arch . The shield was then moved forward a distance of 12 feet for the next length , and the old arch was supported temporarily off the leading ribs for a length of 22 feet . Before the shield was moved , a heading about 4 feet wide ...
... arch . The shield was then moved forward a distance of 12 feet for the next length , and the old arch was supported temporarily off the leading ribs for a length of 22 feet . Before the shield was moved , a heading about 4 feet wide ...
Inhalt
Appendixes to ditto | 39 |
Correspondence on ditto 10 cuts | 66 |
Transfer of Associate Members to the class of Members | 114 |
Urheberrecht | |
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actual advantage air-pump Alfreton arch Author bending-moment Bermuda berth boilers booms bottom bricks brickwork bridge built C.E. VOL carried cement cent centimetres centre circulating water condensing-plant connection considerable construction cooling-surface corbels cost curve depth designed draught Elastic modulus electric Engineer excavated experience extrados feet 6 inches floating dock floating docks footbridges girders graving-dock Havana INCHES OF MERCURY increase influence-line Inst keel-blocks length lifted longitudinal Maryland Steel Company maximum metacentric height Moncreiffe tunnel mortar necessary obtained ordinary ordinate P₂ Paper parabola piers Plate pontoon portion Portland cement pound of steam pressure pump Railway ropeway scale self-docking shafts shear shearing-force ship shown in Fig side-walls Sir William White span square foot square inch steam condensed steel stress Stülcken surface surface condenser taken Temp temperature tests tons per foot tons per square tubes uniformly-distributed load vacuum vertical vessel weight width