A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Appraisal of Innovative Finned-Pile Foundations to Resist Lateral Loads
https://orcid.org/http://orcid.org/0000-0003-2450-7386
https://orcid.org/http://orcid.org/0000-0003-1747-9284
Multistoried buildings are subjected to a significant amount of lateral forces due to winds and earthquakes in onshore structures and forces due to water currents and heavy winds in offshore structures. Foundations supporting such structures as offshore wind turbines should resist extensive lateral forces and pullout forces. To sustain these loads, innovative types of pile foundations need to have experimented with in place of regular pile foundations for more economic and efficient performance. In this paper, an attempt is made to demonstrate the efficiency of adopting finned-piles concerning previous literature studies. This work highlights some of the experimental investigations, model studies, and numerical studies (FEM, FDM) adopted to find the usefulness of finned-piles in resisting the lateral loads. Some of the key-points of adopting such foundations are discussed. Finally, future untapped avenues explored on finned piles are also brought out in the paper.
Appraisal of Innovative Finned-Pile Foundations to Resist Lateral Loads
https://orcid.org/http://orcid.org/0000-0003-2450-7386
https://orcid.org/http://orcid.org/0000-0003-1747-9284
Multistoried buildings are subjected to a significant amount of lateral forces due to winds and earthquakes in onshore structures and forces due to water currents and heavy winds in offshore structures. Foundations supporting such structures as offshore wind turbines should resist extensive lateral forces and pullout forces. To sustain these loads, innovative types of pile foundations need to have experimented with in place of regular pile foundations for more economic and efficient performance. In this paper, an attempt is made to demonstrate the efficiency of adopting finned-piles concerning previous literature studies. This work highlights some of the experimental investigations, model studies, and numerical studies (FEM, FDM) adopted to find the usefulness of finned-piles in resisting the lateral loads. Some of the key-points of adopting such foundations are discussed. Finally, future untapped avenues explored on finned piles are also brought out in the paper.
Appraisal of Innovative Finned-Pile Foundations to Resist Lateral Loads
https://orcid.org/http://orcid.org/0000-0003-2450-7386
https://orcid.org/http://orcid.org/0000-0003-1747-9284
Multistoried buildings are subjected to a significant amount of lateral forces due to winds and earthquakes in onshore structures and forces due to water currents and heavy winds in offshore structures. Foundations supporting such structures as offshore wind turbines should resist extensive lateral forces and pullout forces. To sustain these loads, innovative types of pile foundations need to have experimented with in place of regular pile foundations for more economic and efficient performance. In this paper, an attempt is made to demonstrate the efficiency of adopting finned-piles concerning previous literature studies. This work highlights some of the experimental investigations, model studies, and numerical studies (FEM, FDM) adopted to find the usefulness of finned-piles in resisting the lateral loads. Some of the key-points of adopting such foundations are discussed. Finally, future untapped avenues explored on finned piles are also brought out in the paper.
Appraisal of Innovative Finned-Pile Foundations to Resist Lateral Loads
Lecture Notes in Civil Engineering
Satyanarayana Reddy, C. N. V. (editor) / Muthukkumaran, K. (editor) / Satyam, Neelima (editor) / Vaidya, Ravikiran (editor) / Bariker, Pankaj (author) / Kolathayar, Sreevalsa (author)
2021-09-27
11 pages
Article/Chapter (Book)
Electronic Resource
English
Design of Foundations to Resist High Lateral Loads for Northumberland Strait Crossing
| British Library Conference Proceedings | 1994
Steel piles to resist lateral loads
Engineering Index Backfile | 1939
Masonry Walls to Resist Lateral Loads
| British Library Conference Proceedings | 1990