Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 415
GROUP EFFICIENCY OF METAL PILES IN CLAY SUBJECTED TO UPLIFTING LOAD B. M. Das Department of Civil Engineering and Mechanics Southern Illinois University at Carbondale Carbondale , Illinois Properties of the Soils Used for Model Tests ...
GROUP EFFICIENCY OF METAL PILES IN CLAY SUBJECTED TO UPLIFTING LOAD B. M. Das Department of Civil Engineering and Mechanics Southern Illinois University at Carbondale Carbondale , Illinois Properties of the Soils Used for Model Tests ...
Page 416
Qu Quis ) Section SATURATED CLAY Undrained cohesion с SATURATED CLAY Undrained cohesion u CPL L a а L Wp Plan n - number of columns Dla Fig . 1 Single pile subjected to ultimate uplift load m = number of rows ) where en ( 8 ) ng ) - Rug ...
Qu Quis ) Section SATURATED CLAY Undrained cohesion с SATURATED CLAY Undrained cohesion u CPL L a а L Wp Plan n - number of columns Dla Fig . 1 Single pile subjected to ultimate uplift load m = number of rows ) where en ( 8 ) ng ) - Rug ...
Page 420
110 Soft clay L / D - 20 mxn 2x1 Meyerhof and Adams ( 1968 ) 2 . 100 3 . 4 . 90 1 spacing of piles to pile diameter ( S / D ) , number of piles in the group , and also the undrained cohesion of the clay ( cu ) . For a given clay and L ...
110 Soft clay L / D - 20 mxn 2x1 Meyerhof and Adams ( 1968 ) 2 . 100 3 . 4 . 90 1 spacing of piles to pile diameter ( S / D ) , number of piles in the group , and also the undrained cohesion of the clay ( cu ) . For a given clay and L ...
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Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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Common terms and phrases
added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Export Citation | BiBTeX EndNote RefMan |