Location
St. Louis, Missouri
Presentation Date
12 Mar 1991, 2:30 pm - 3:30 pm
Abstract
Behavior of piles subjected to cyclic lateral loads due to wave action is an important aspect which needs to be evaluated for analyzing and designing these piles supporting offshore structures. The study on the model piles in calcareous soil media was therefore undertaken to investigate the cyclic pile deflection response under offshore wave loading conditions. The test results are analyzed and interpreted to evolve an approach to characterize the cyclic deflection behavior of piles under critical storm loading effect and normal wave loading action.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1991 University of Missouri--Rolla, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Golait, Y. S., "An Approach to Characterise Cyclic Deflection of Piles in Calcareous Soil Media Under Offshore Wave Loading Conditions" (1991). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 1.
https://scholarsmine.mst.edu/icrageesd/02icrageesd/session02/1
Included in
An Approach to Characterise Cyclic Deflection of Piles in Calcareous Soil Media Under Offshore Wave Loading Conditions
St. Louis, Missouri
Behavior of piles subjected to cyclic lateral loads due to wave action is an important aspect which needs to be evaluated for analyzing and designing these piles supporting offshore structures. The study on the model piles in calcareous soil media was therefore undertaken to investigate the cyclic pile deflection response under offshore wave loading conditions. The test results are analyzed and interpreted to evolve an approach to characterize the cyclic deflection behavior of piles under critical storm loading effect and normal wave loading action.
