Quantifying Residual Resistance of Light Pipelines during Large-Amplitude Lateral Displacement Using Sequential Limit Analysis
Author:
Affiliation:
1. Professorial Research Fellow, Center for Hypergravity Experimental and Interdisciplinary Research, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002826
Reference39 articles.
1. Almeida M. S. S. A. M. Costa C. S. Amaral A. C. Benjamin D. B. Noronha Jr. M. M. Futai and J. R. Mello. 2001. “Pipeline failure on very soft clay.” In Proc. 3rd Int. Conf. on Soft Soil Engineering 131–138. Hong Kong: A.A. Balkema.
2. Collapse Loads for a Cylinder Embedded in Trench in Cohesive Soil
3. Bruton D. M. Carr M. Carawford and E. Poiate. 2005. “The safe design of hot on–bottom pipelines with lateral buckling using the design guidance developed by the SAFEBUCK Joint Industry Project.” In Proc. Deep Offshore Technology Conf. London: Deep Offshore Technology.
4. Bruton D. M. Carr and D. J. White. 2007. “The influence of pipe–soil interaction on lateral buckling and walking of pipelines: The SAFEBUCK JIP.” In Proc. 6th Int. Conf. on Offshore Site Investigation and Geotechnics 133–150. London: Society of Underwater Technology.
5. Bruton D. D. J. White C. Y. Cheuk M. D. Bolton and M. C. Carr. 2006. “Pipe–soil interaction behaviour during lateral buckling including large amplitude cyclic displacement tests by the SAFEBUCK JIP.” In Proc. Offshore Technology Conf. Houston: Offshore Technology Conference.
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