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" ... a fraction of this pressure would suffice to make it move forward on the actual bottom. The conclusion drawn by Mr. Giles, M. Inst. CE, the engineer of the docks, from this and other failures is, that the quality of a dock wall is of little consequence... "
Minutes of Proceedings of the Institution of Civil Engineers - 52. oldal
szerző: Institution of Civil Engineers (Great Britain) - 1879
Teljes nézet - Információ erről a könyvről

Van Nostrand's Engineering Magazine, 25. kötet

1881 - 566 oldal
...quality of a dock wall is of little consequence compared with the quantity, and Fig.20 81,0 that it ought to be sufficiently strong not only to hold any...its height if it were left dry on the other side.* These principles have been adhered to in the recent extension of the Southampton docks (Ex. 44, Fig....

The Actual Lateral Pressure of Earthwork

Sir Benjamin Baker - 1881 - 192 oldal
...is, that the quality of a dock wall is of little consequence compared with the quantity, and that it ought to be sufficiently strong not only to hold any...its height if it were left dry on the other side.* These principles have been adhered to in the recent extension of' the Southampton docks (Ex. 44, Fig....

Minutes of Proceedings of the Institution of Civil Engineers, 65. kötet

1881 - 524 oldal
...that the quality of a dock wall is of little consequence compared with the quantity, and that it onght to be sufficiently strong not only to hold any amount...equal to its height if it were left dry on the other side.1 These principles have been adhered to in the recent extension of the Southampton docks (Ex....

The Rudiments of Civil Engineering

Henry Law - 1882 - 748 oldal
...It must have weight to enable it to resist the chafing and bumping of large vessels, and it should be sufficiently strong not only to hold any amount of any kind of backing laid against it, but to carry a head of water equal to its height if it were left dry on the other...




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