COOKIES: By using this website you agree that we can place Google Analytics Cookies on your device for performance monitoring. |
University of Cambridge > Talks.cam > Engineering Department Geotechnical Research Seminars > Innovative design criteria for piled foundations of wind turbines
Innovative design criteria for piled foundations of wind turbinesAdd to your list(s) Download to your calendar using vCal
If you have a question about this talk, please contact asna2. Piled foundations supporting tall wind turbines are subjected to inclined and remarkable eccentric loads during their life span due to extreme wind conditions. A novel, exact solution for failure envelopes of pile groups under combined axial-moment load based on theorems of limit analysis is presented and discussed. The attention is then placed on the results of an intense centrifuge program aimed at validating the above solution. The focus is set finally on a recent, physically motivated mathematical framework for settlements and rotations prediction of piled foundations under eccentric load. The new concepts and ideas emerging from this research may lead to tangible and intangible advantages in the field of renewable energy industry. This talk is part of the Engineering Department Geotechnical Research Seminars series. This talk is included in these lists:
Note that ex-directory lists are not shown. |
Other listsCambridge Public Policy Workshops Babbage Lecture Series Mariana's talksOther talksA Better Future through Art - A talk by Hilary Cox Condron Prof Gloria Rudenko - How does the African trypanosome generate phenomenal levels of VSG coat expression? UK Autophagy Network seminar - “Molecular Mechanisms of Selective Autophagy” The Fascist Welfare State: Cleavages, Rupture, and Mediation Wound Man: three early modern afterlives of a medieval surgical image The importance of being edgy: directional growth control in Arabidopsis lateral roots |