A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Effect of Seafloor Instability on Offshore Pile Foundations
The paper employs a modified non-linear boundary element approach to analyze the response of offshore piles subjected to external soil movements arising from submarine slides. Theoretical solutions for a realistic hypothetical offshore pile computed by the approach are presented and discussed. The analysis is then used to analyze the behavior of two full scale offshore piles in submarine slide areas, and reasonable agreement is found between observed and theoretical behavior.
Effect of Seafloor Instability on Offshore Pile Foundations
The paper employs a modified non-linear boundary element approach to analyze the response of offshore piles subjected to external soil movements arising from submarine slides. Theoretical solutions for a realistic hypothetical offshore pile computed by the approach are presented and discussed. The analysis is then used to analyze the behavior of two full scale offshore piles in submarine slide areas, and reasonable agreement is found between observed and theoretical behavior.
Effect of Seafloor Instability on Offshore Pile Foundations
C. Y. Lee (author) / H. G. Poulos (author) / T. S. Hull (author)
1991
38 pages
Report
No indication
English
Civil Engineering , Soil & Rock Mechanics , Stresses , Piles(Foundations) , Ocean bottom , Stability , Offshore structures , Soil dynamics , Loads(Forces) , Earthquakes , Ocean waves , Hurricanes , Mathematical models , Modulus of elasticity , Shear strength , Parametric equations , Sliding , Foreign technology , Pile soil interface
Effect of seafloor instability on offshore pile foundations
| TIBKAT | 1991
Response of Offshore Pile Foundations
| British Library Conference Proceedings | 2000
Offshore pile foundations in sand under earthquake loading
| Elsevier | 1980