A p-y Analysis of Laterally Loaded Offshore-Well Conductors and Piles Installed in Normally Consolidated to Lightly Overconsolidated Clays
Author:
Affiliation:
1. Project Engineer, Fugro, 6110 Hillcroft Ave., Houston, TX 77081. ORCID: .
2. Professor, Zachry Dept. of Civil & Environmental Engineering, Texas A&M Univ., College Station, TX 77843 (corresponding author). ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002249
Reference16 articles.
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2. Hodder M. D. White and M. Cassidy. 2009. “Effect of remolding and reconsolidation on the touchdown stiffness of a steel catenary riser: Observations from centrifuge modeling.” In Proc. Offshore Technology Conf. Dallas: Offshore Technology Conference.
3. Idriss I. M. R. Dobry E. H. Doyle and R. D. Singh. 1976. “Behavior of soft clays under earthquake loading conditions.” In Proc. 8th Offshore Technology Conf. 605–617. Dallas: Offshore Technology Conference.
4. Nonlinear behavior of soft clays during cyclic loading;Idriss I. M.;J. Geotech. Eng.,1978
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