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 357
... pile was adopted . The normal spacing of stanchions was 16 feet by 22 feet , and as the superficial load on shed floors was taken as 2 cwt . per square foot , four piles per founda- tion were for the most part required . Wherever the ...
... pile was adopted . The normal spacing of stanchions was 16 feet by 22 feet , and as the superficial load on shed floors was taken as 2 cwt . per square foot , four piles per founda- tion were for the most part required . Wherever the ...
Seite 386
... piles , and it would be of interest if he would say whether any trouble had been experienced from the scouring action of the river . In the case of the wharf to which Mr. Halcrow had referred it had been found necessary to protect the ...
... piles , and it would be of interest if he would say whether any trouble had been experienced from the scouring action of the river . In the case of the wharf to which Mr. Halcrow had referred it had been found necessary to protect the ...
Seite 408
... piles ; and ( c ) would diminish below that point , though not necessarily to zero , at the bottom of the piles . = 0.5 , a pressure As an instance , this would indicate , in a case where k equal to twice the vertical pressure , acting ...
... piles ; and ( c ) would diminish below that point , though not necessarily to zero , at the bottom of the piles . = 0.5 , a pressure As an instance , this would indicate , in a case where k equal to twice the vertical pressure , acting ...
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