Minutes of Proceedings of the Institution of Civil Engineers, Band 233Institution 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 203
... built of concrete blocks , standing on a substructure of sand topped with quarried material . As originally designed the substructure was to consist of a mound composed of two - thirds quarry - rubbish and one - third sand , built up ...
... built of concrete blocks , standing on a substructure of sand topped with quarried material . As originally designed the substructure was to consist of a mound composed of two - thirds quarry - rubbish and one - third sand , built up ...
Seite 210
... built with a chamfer of 45 degrees , there was a tendency for the blocks to mount on these inclined faces of contact , and to open out the transverse joint between one slice and the next . The difficulty was particularly acute after ...
... built with a chamfer of 45 degrees , there was a tendency for the blocks to mount on these inclined faces of contact , and to open out the transverse joint between one slice and the next . The difficulty was particularly acute after ...
Seite 366
... built , and , when this had been sunk , 14 feet 3 inches of cement brickwork was built , and coolies were again sent into the shafts . They excavated by hand , and the earth was passed up in different manners , varying from baskets ...
... built , and , when this had been sunk , 14 feet 3 inches of cement brickwork was built , and coolies were again sent into the shafts . They excavated by hand , and the earth was passed up in different manners , varying from baskets ...
Inhalt
MINUTES OF PROCEEDINGS | 1 |
Session 193031 | 31 |
and 24 November 1931 | 38 |
Urheberrecht | |
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180-degree bearing Antofagasta Authors B.Sc bank barrage basin berths Birmingham blocks breakwater Bridge built caisson Calcutta carried cent centre channels clay clearance coefficient coefficient of friction concrete considerable construction cranes cubic feet cubic foot curve cusecs depth digested sludge digestion tanks digestion-tanks discharge distributaries downstream dredging eccentricity effect end leakage engineers entrance experience flood floor friction Gravesend graving-docks heat Imhoff tank inches increased Inst irrigation jetty journal journal bearing Kidderpore King George's length load lock Lond London London Bridge lubrication material method metres monoliths obtained oil film Paper piles pipes plant Plate Port possible pressure pumping Punjab quantity quay quay-walls regard river sand Sarda canal Sarda river sewage shaft sheds shown in Fig side silt Sir Clement slope sludge-digestion square temperature Thames theory thickness tons upstream Valparaiso viscosity wall water-content wet dock