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 133
... 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 then lifted to the platform , on which the materials were deposited through the opening bottom ...
... 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 then lifted to the platform , on which the materials were deposited through the opening bottom ...
Seite 144
... excavated material up the shafts as there would be if they were , say , 250 feet deep . Again , every one would agree that , if it were possible to ensure in an ordinary tunnel the same freedom from cavities behind the brickwork as was ...
... excavated material up the shafts as there would be if they were , say , 250 feet deep . Again , every one would agree that , if it were possible to ensure in an ordinary tunnel the same freedom from cavities behind the brickwork as was ...
Seite 163
... excavated was a loose conglomerate of clay , gravel and sand . The karez was very small in sections - only sufficient to enable the excavator to crawl through it with the material excavated - and it was not lined . It could therefore ...
... excavated was a loose conglomerate of clay , gravel and sand . The karez was very small in sections - only sufficient to enable the excavator to crawl through it with the material excavated - and it was not lined . It could therefore ...
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