Discussions and Closures
Nov 10, 2022

Closure to “Evaluating Uncertainty Associated with Engineering Judgement in Predicting the Lateral Response of Conductors” by M. Guevara, J. P. Doherty, C. Gaudin, and P. G. Watson

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 149, Issue 1

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References

API (American Petroleum Institute). 2000. Recommended practice for planning, designing, and constructing fixed offshore platforms—Working stress design API RP 2A. Washington, DC: API.
Bienen, B., R. Ragni, M. J. Cassidy, and S. A. Stanier. 2015. “Effects of consolidation under a penetrating footing in carbonate silty clay.” J. Geotech. Geoenviron. Eng. 141 (9): 04015040. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001339.
Cocjin, M. L., S. M. Gourvenec, and D. J. White. 2018. “Softening and consolidation around seabed pipelines: Centrifuge modeling.” Géotechnique 68 (2): 118–132. https://doi.org/10.1680/jgeot.16.P.280.
Cocjin, M. L., S. M. Gourvenec, D. J. White, and M. F. Randolph. 2017. “Theoretical framework for predicting the response of tolerably mobile subsea installations.” Géotechnique 67 (7): 608–620. https://doi.org/10.1680/jgeot.16.P.137.
Guevara, M. 2022. “p-y curves for fatigue analyses of offshore drilling conductor systems.” Doctoral thesis, Oceans Graduate School, Univ. of Western Australia.
Guevara, M., J. Doherty, P. Watson, and D. White. 2022. “Evolving soil-conductor stiffness due to multiple-episode cyclic loading.” In Vol. 208 of Proc., 2nd Vietnam Symp. on Advances in Offshore Engineering—Sustainable Energy and Marine Planning, edited by D. V. Huynh, A. M. Tang, D. H. Doan, and P. Watson 278–285. Berlin: Springer.
Guevara, M., J. P. Doherty, P. G. Watson, and D. J. White. 2020. “Key features impacting soil-conductor lateral behaviour as illustrated by centrifuge tests.” In Proc., 4th Int. Symp. on Frontiers in Offshore Geotechnics ISFOG 2020, 1393–1402. Reston, VA: ASCE.
Hodder, M. S., D. J. White, and M. J. Cassidy. 2009. “Effect of remolding and reconsolidation on the touchdown stiffness of a steel catenary Riser: Observations from centrifuge modeling.” In Proc., Annual Offshore Technology Conf. Houston: Offshore Technology Conference.
Hodder, M. S., D. J. White, and M. J. Cassidy. 2013. “An effective stress framework for the variation in penetration resistance due to episodes of remoulding and reconsolidation.” Géotechnique 63 (1): 30–43. https://doi.org/10.1680/geot.9.P.145.
Hou, Z. 2020. “Changing soil strength and stiffness during pipe-soil interaction at the touch down zone.” Doctoral thesis, Oceans Graduate School, Univ. of Western Australia.
Jeanjean, P. 2009. “Re-assessment of P-Y curves for soft clays from centrifuge testing and finite element modeling.” In Proc., Offshore Technology Conf. Houston: Offshore Technology Conference.
Lai, Y., L. Wang, Y. Hong, and B. He. 2020. “Centrifuge modeling of the cyclic lateral behavior of large-diameter monopiles in soft clay: Effects of episodic cycling and reconsolidation.” Ocean Eng. 200 (Mar): 107048. https://doi.org/10.1016/j.oceaneng.2020.107048.
Murff, J. D., and J. M. Hamilton. 1993. “P-ultimate for undrained analysis of laterally loaded piles.” J. Geotech. Eng. 119 (1): 91–107. https://doi.org/10.1061/(ASCE)0733-9410(1993)119:1(91).
White, D. J., J. P. Doherty, M. Guevara, and P. G. Watson. 2022. “A cyclic p-y model for the whole-life response of piles in soft clay.” Comput. Geotech. 141 (104519): 1–11. https://doi.org/10.1016/j.compgeo.20210104519.
White, D. J., and M. Hodder. 2010. “A simple model for the effect on soil strength of episodes of remoulding and reconsolidation.” Can. Geotech. J. 47 (7): 821–826. https://doi.org/10.1139/T09-137.
Zhang, C., D. White, and M. Randolph. 2011. “Centrifuge modeling of the cyclic lateral response of a rigid pile in soft clay.” J. Geotech. Geoenviron. Eng. 137 (7): 717–729. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000482.
Zhang, Y., and K. H. Andersen. 2017. “Scaling of lateral pile p-y response in clay from laboratory stress-strain curves.” Mar. Struct. 53 (May): 124–135. https://doi.org/10.1016/j.marstruc.2017.02.002.
Zhou, Z., D. J. White, and C. D. O’Loughlin. 2018. “An effective stress framework for estimating penetration resistance accounting for changes in soil strength from maintained load, remoulding and reconsolidation.” Géotechnique 69 (1): 57–71. https://doi.org/10.1680/jgeot.17.P.217.
Zhou, Z., D. J. White, and C. D. O’Loughlin. 2020. “The changing strength of carbonate silt: Parallel penetrometer and foundation tests with cyclic loading and reconsolidation periods.” Can. Geotech. J. 57 (11): 1–20. https://doi.org/10.1139/cgj-2019-0066.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 149Issue 1January 2023

History

Received: Sep 7, 2022
Accepted: Sep 26, 2022
Published online: Nov 10, 2022
Published in print: Jan 1, 2023
Discussion open until: Apr 10, 2023

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Authors

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Ph.D. Candidate, Oceans Graduate School, Univ. of Western Australia, 35 Stirling Highway, Perth 6009, Australia (corresponding author). ORCID: https://orcid.org/0000-0002-2923-9045. Email: [email protected]
J. P. Doherty [email protected]
Associate Professor, School of Civil, Environmental and Mining Engineering, Univ. of Western Australia, 35 Stirling Highway, Perth 6009, Australia. Email: [email protected]
Professor, Oceans Graduate School, Univ. of Western Australia, 35 Stirling Highway, Perth 6009, Australia. ORCID: https://orcid.org/0000-0002-6326-4551. Email: [email protected]
Professor, Oceans Graduate School, Univ. of Western Australia, 35 Stirling Highway, Perth 6009, Australia. ORCID: https://orcid.org/0000-0002-4548-8455. Email: [email protected]

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