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 181
... pressure of sufficient intensity to consolidate it . Such a surface would remain unconsolidated under pressures of the order of 50 lbs . per square foot , but would become compressed and consolidated under pressures of the order of ...
... pressure of sufficient intensity to consolidate it . Such a surface would remain unconsolidated under pressures of the order of 50 lbs . per square foot , but would become compressed and consolidated under pressures of the order of ...
Seite 270
... pressure must necessarily be parallel to and must equilibrate the applied load . Secondly , the pressure must coincide with the external pressure , assumed atmospheric , at both the " on " and " off " points of the bearing . Between ...
... pressure must necessarily be parallel to and must equilibrate the applied load . Secondly , the pressure must coincide with the external pressure , assumed atmospheric , at both the " on " and " off " points of the bearing . Between ...
Seite 408
... pressure on the face of the wall just below dock - bed level was only 37 per cent . of the water - pressure just above , and further , that the increase of intensity per foot of depth below that was less than that which would be due to ...
... pressure on the face of the wall just below dock - bed level was only 37 per cent . of the water - pressure just above , and further , that the increase of intensity per foot of depth below that was less than that which would be due to ...
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