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 116
... yards in length , and it was decided to construct a new tunnel of the same length as the old one , and 90 feet west ... yards , and from the south through one of 130,000 cubic yards , it was found impracticable to do any of the ...
... yards in length , and it was decided to construct a new tunnel of the same length as the old one , and 90 feet west ... yards , and from the south through one of 130,000 cubic yards , it was found impracticable to do any of the ...
Seite 128
... yards . There are refuges at intervals of 10 yards alternately on either side of the tunnel . The total number of refuges is one hundred and twenty , in place of fourteen in the old tunnel . The lining consists of red clay brick- work ...
... yards . There are refuges at intervals of 10 yards alternately on either side of the tunnel . The total number of refuges is one hundred and twenty , in place of fourteen in the old tunnel . The lining consists of red clay brick- work ...
Seite 129
... yard of relined tunnel are as follows : - - Taking down old brickwork ( This figure is the average for the 842 lineal yards of originally lined tunnel . ) Excavations . Concrete . Brickwork 11.3 cubic yards . 3.6 0.28 14.75 Before ...
... yard of relined tunnel are as follows : - - Taking down old brickwork ( This figure is the average for the 842 lineal yards of originally lined tunnel . ) Excavations . Concrete . Brickwork 11.3 cubic yards . 3.6 0.28 14.75 Before ...
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