Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 604
1 CLAY F1 Total weight of soil inside pile Out int pout : Water pressure on top of pile u TO ftip : u Water pressure , at net area of the tip of pile ( ~ o for full scale pile ) tip tip T : Skin friction on outside of pile Pile Soil ...
1 CLAY F1 Total weight of soil inside pile Out int pout : Water pressure on top of pile u TO ftip : u Water pressure , at net area of the tip of pile ( ~ o for full scale pile ) tip tip T : Skin friction on outside of pile Pile Soil ...
Page 613
TENSION LOAD ( KN ) 200 400 600 In this case it was used only dynamic pile instrumentation during driving , described ... PILE C PILE B - Piles : The four steel pipe piles measured 1,42 diameter and 3,8 cm in all 67,5 m length .
TENSION LOAD ( KN ) 200 400 600 In this case it was used only dynamic pile instrumentation during driving , described ... PILE C PILE B - Piles : The four steel pipe piles measured 1,42 diameter and 3,8 cm in all 67,5 m length .
Page 614
BLOWS / METER 100 200 300 BLOWS / METER 100 o 50 0 50 JOO 15 PILE CEI PILE PF PILE II PILE AN C PILE C TO 35 20 PENETRATION ( M ) PENETRATION ( M ) 30 PILE B 55 40 50 PILE A 75 60 FIGURE 8 - DRIVING LOG OF TEST I PILES O FIGURE 10 ...
BLOWS / METER 100 200 300 BLOWS / METER 100 o 50 0 50 JOO 15 PILE CEI PILE PF PILE II PILE AN C PILE C TO 35 20 PENETRATION ( M ) PENETRATION ( M ) 30 PILE B 55 40 50 PILE A 75 60 FIGURE 8 - DRIVING LOG OF TEST I PILES O FIGURE 10 ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
47 other sections not shown
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Common terms and phrases
acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces
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, 1991 |
| Export Citation | BiBTeX EndNote RefMan |