Open Access
Issue |
E3S Web Conf.
Volume 165, 2020
2020 2nd International Conference on Civil Architecture and Energy Science (CAES 2020)
|
|
---|---|---|
Article Number | 03027 | |
Number of page(s) | 5 | |
Section | Geology, Mapping, and Remote Sensing | |
DOI | https://doi.org/10.1051/e3sconf/202016503027 | |
Published online | 01 May 2020 |
- Merifield R, White D.J., Randolph M.F. The ultimate undrained resistance of partially embedded pipelines, Géotechnique, 58(6): 461-470, (2008) [Google Scholar]
- Murff J.D., Wagner D.A., Randolph, M.F. Pipe penetration in cohesive soil, Géotechnique, 39(2): 213-229,(1989) [Google Scholar]
- Aubeny C.P., Shi H, Murff J.D. Collapse load for cylinder embedded in trench in cohesive soil, International Journal of Geomechanics, 5(4): 320-325, (2005) [Google Scholar]
- Randolph M.F., White D.J. Upper bound yield envelopes for pipelines at shallow embedment in clay, Géotechnique, 58(4): 297-301 (2008) [Google Scholar]
- Cathie D.N., Jaeck C, Ballard J.C., et al. Pipeline geotechnics: State-of-the-art, Proc., Int. Symp. on Frontiers in Offshore Geotechnics, 95-114 (2005) [Google Scholar]
- White D.J., Gaudin C, Boylan N, et al. Interpretation of T-bar penetrometer tests at shallow embedment and in very soft soils, Canadian Geotechnical Journal, 47(2): 218-229 (2010) [Google Scholar]
- Wang D, White D.J., Randolph M.F. Largedeformation finite element analysis of pipe penetration and large-amplitude lateral displacement, Canadian Geotechnical Journal, 47(8): 842-856 (2010) [Google Scholar]
- Chatterjee S, Randolph M.F., White D.J. The effects of penetration rate and strain softening on the vertical penetration resistance of seabed pipelines, Géotechnique, 2012, 62(7): 573-582. [Google Scholar]
- Merifield R, White D.J., Randolph M.F. Effect of surface heave on respomse of partially embedded pipelines on clay, Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135(6): 819-829. [Google Scholar]
- Randolph M.F., White D.J. Pipeline embedment in deep water: process and quantitative assessment, In Proceedings of the Offshore Technology Conference (2008) [Google Scholar]
- Tho K.K., Leung C.F., Chow Y.K., et al. Deep cavity flow mechanism of pipe penetration in clay, Canadian Geotechnical Journal, 49(1): 59-69 (2012) [Google Scholar]
- Shi H, Sun J, Hossain K, et al. Offshore pipeline embedment in cohesive soil - a comparison between existing and CEL solutions, In Proceedings of the ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering, 1-6 (2011) [Google Scholar]
- Dutta S, Hawlader B, Phillips R. Strain softening and rate effects on soil shear strength in modeling of vertical penetration of offshore pipelines, In Proceedings of the 9th International Pipeline Conference, 1-8 (2012) [Google Scholar]
- Randolph M.F., Houlsby G.T. The limiting pressure on a circular pile loaded laterally in cohesive soil, Géotechnique, 34(4): 613-623 (1984) [Google Scholar]
- Tian Y, Cassidy M.J., Randolph M.F., et al. A simple implementation of RITSS and its application in large deformation analysis, Computers and Geotechnics, 56: 160-167 (2014) [Google Scholar]
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.