References
- Achmus, M., C. T. Akdag, and K. Thieken. 2013. Load-Bearing Behavior of Suction Bucket Foundations in Sand. Applied Ocean Research 43: 157–165. doi:10.1016/j.apor.2013.09.001.
- API. 2011. Recommended Practice 2GEO Geotechnical and Foundation Design Considerations. 1st ed. Washington, DC: American Petroleum Institute.
- Bienen, B.,. C. Gaudin, M. J. Cassidy, L. Rausch, O. A. Purwana, and H. Krisdani. 2012. Numerical Modelling of a Hybrid Skirted Foundation under Combined Loading. Computers and Geotechnics 45: 127–139. doi:10.1016/j.compgeo.2012.05.009.
- Byrne, B. W., and G. T. Houlsby. 2004. Experimental Investigations of the Response of Suction Caissons to Transient Combined Loading. Journal of Geotechnical and Geoenvironmental Engineering 130 (3): 240–253. doi:10.1061/(ASCE)1090-0241(2004)130:3(240).
- Bransby, M. F., and G. J. Yun. 2009. The Undrained Capacity of Skirted Strip Foundations under Combined Loading. Géotechnique 59 (2): 115–125. doi:10.1680/geot.2007.00098.
- Butterfield, R., G. T. Houlsby, and G. Gottardi. 1997. Standardized Sign Conventions and Notation for Generally Loaded Foundations. Géotechnique 47 (5): 1051–1054. doi:10.1680/geot.1997.47.5.1051.
- Cheong, J. 2002. Physical Testing of Jack-up Footings on Sand Subjected to Torsion. Honours thesis, University of Western Australia, Perth, Australia.
- Da-Yong, L. I., M. A. Shi-Li, Z. Yu-Kun, and C. Fu-Quan. 2018. Lateral Bearing Capacity of Modified Suction Caissons Determined by Using the Limit Equilibrium Method. China Ocean Engineering 32 (4): 461–466.
- Feng, X., M. F. Randolph, S. Gourvenec, and R. Wallerand. 2014. Design Approach for Rectangular Mudmats under Fully Three-Dimensional Loading. Géotechnique 64 (1): 51–63. doi:10.1680/geot.13.P.051.
- Fu, D. 2017. The Combined VHM Loading Capacity of Preloaded Skirted Circular Foundations in Clay. Ph.D. thesis, The University of Western Australia.
- Gourvenec, S., and S. Barnett. 2011. Undrained Failure Envelope for Skirted Foundations under General Loading. Géotechnique 61 (3): 263–270. doi:10.1680/geot.9.T.027.
- Gourvenec, S. 2007. Failure Envelopes for Offshore Shallow Foundations under General Loading. Géotechnique 57 (9): 715–728. doi:10.1680/geot.2007.57.9.715.
- Gourvenec, S., and M. Randolph. 2003. Effect of Strength Non-Homogeneity on the Shape of Failure Envelopes for Combined Loading of Strip and Circular Foundations on Clay. Géotechnique 53 (6): 575–586. doi:10.1680/geot.2003.53.6.575.
- Gourvenec, S. 2008. Effect of Embedment on the Undrained Capacity of Shallow Foundations under General Loading. Géotechnique 58 (3): 177–185. doi:10.1680/geot.2008.58.3.177.
- Green, A. P. 1954. The Plastic Yielding of Metal Junctions Due to Combined Shear and Pressure. Journal of the Mechanics and Physics of Solids 2 (3): 197–211. doi:10.1016/0022-5096(54)90025-3.
- Hou, H., M. Jiang, and Z. Cai. 2016. Nhri model parameters determination using triaxial tests. Soil Engineering & Foundation 30 (02): 201–204 (in Chinese).
- Hai-Bao, S. I., and Z. Y. Cai. 2011. Development of Static Constitutive Model Library for Soils Based on Abaqus. Rock & Soil Mechanics 32 (2): 599–603.
- Hung, L. C., and S. Kim. 2014. Evaluation of Undrained Bearing Capacities of Bucket Foundations under Combined Loads. Marine Georesources & Geotechnology 32 (1): 76–92. doi:10.1080/1064119X.2012.735346.
- Hung, L. C., and S. R. Kim. 2012. Evaluation of Vertical and Horizontal Bearing Capacities of Bucket Foundations in Clay. Ocean Engineering 52: 75–82. doi:10.1016/j.oceaneng.2012.06.001.
- International Standadization Organization (ISO). 2003. ISO 19901–19904: Petroleum and Natural Gas Industries - Specific Requirements for Offshore Structures - Part 4: Geotechnical and Foundation Design Considerations. 1st ed. Geneva, Switzerland: ISO.
- ISO. 2016. ISO 19901-4: Petroleum and Natural Gas Industries Specific Requirements for Offshore Structures – Part 4: geotechnical and Foundation Design Considerations. 2nd ed. Geneva, Switzerland: International Standards Organisation.
- Li, D., Y. Zhang, L. Feng, and Y. Guo. 2014. Response of Skirted Suction Caissons to Monotonic Lateral Loading in Saturated Medium Sand. China Ocean Engineering 28 (4): 569–578. doi:10.1007/s13344-014-0046-z.
- Lian, J., F. Chen, and H. Wang. 2014. Laboratory Tests on Soil–Skirt Interaction and Penetration Resistance of Suction Caissons during Installation in Sand. Ocean Engineering 84: 1–13. doi:10.1016/j.oceaneng.2014.03.022.
- Martin, C. M. 2001. Vertical Bearing Capacity of Skirted Circular Foundations on Tresca Soil. In Proceedings of the 15th International Conference on Soil Mechanics and Geotechnical Engineering, Vol. 1, 743–746. Istanbul, August 27–31.
- Park, D., and J. Park. 2017. Vertical Bearing Capacity of Bucket Foundation in Sand Overlying Clay. Ocean Engineering 134: 62–76. doi:10.1016/j.oceaneng.2017.02.015.
- Randolph, M. F., and A. M. Puzrin. 2003. Upper Bound Limit Analysis of Circular Foundations on Clay under General Loading. Géotechnique 53 (9): 785–796. doi:10.1680/geot.2003.53.9.785.
- Shen, Z., X. Feng, and S. Gourvenec. 2017. Effect of Interface Condition on the Undrained Capacity of Subsea Mudmats under Six-Degree-of-Freedom Loading. Géotechnique 67 (4): 338–349. doi:10.1680/jgeot.16.P.097.
- Shen, Z. 1994. NHRI double yield surface model and its application[c]. In Proceedings of the symposium of geotechnical and geoenvironmental engineering of soil mechanics and foundation engineering between Taiwan straits. Xi'an, 1994-10, 161–168.
- Skau, K. S., Y. Chen, and H. P. Jostad. 2018. A Numerical Study of Capacity and Stiffness of Circular Skirted Foundations in Clay Subjected to Combined Static and Cyclic General Loading. Géotechnique 68 (3): 205–220. doi:10.1680/jgeot.16.P.092.
- Supachawarote, C., M. F. Randolph, and S. Gourvenec. 2004. Inclined Pull-out Capacity of Suction Caissons. In Proceedings of 14th ISOPE. Toulon: FCE.
- Tan, F. S. 1990. Centrifuge and Theoretical Modelling of Conical Footings on Sand. PhD thesis, Cambridge University, UK.
- Taiebat, H. A., and J. P. Carter. 2000. Numerical Studies of the Bearing Capacity of Shallow Foundations on Cohesive Soil Subjected to Combined Loading. Géotechnique 50 (4): 409–418. doi:10.1680/geot.2000.50.4.409.
- Wei, Z. 2002. Numerical analysis and model test study of three - dimensional elastoplastic bucket foundation of beach sea. PhD disser., Tianjin University.
- Wu, K. 2007. A Study on Bearing Capacity Behavior of Suction Bucket Foundation in Beach-Shallow Sea. PhD disser., Dalian University of Technology.
- Zhang, Y., D. Li, and F. Chen. 2018. Experimental studies on sand plug formation in suction caisson during extraction. Marine Georesources & Geotechnology 36 (7): 795–804. doi:10.1080/1064119X.2017.1390709
- Zhang, X., and H. Hao. 2016. The Response of Glass Window Systems to Blast Loadings: An Overview. International Journal of Protective Structures 7 (1): 123–154. doi:10.1177/2041419615626061.
- Zhou, M., M. S. Hossain, Y. Hu, and H. Liu. 2013. Behaviour of Ball Penetrometers in Uniform and Layered Clays. Géotechnique 63 (8): 682–694. doi:10.1680/geot.12.P.026.
- Zhou, Mi, M. Hossain, Y. Hu, and H. Liu. 2016. Installation of stiffened Caissons in Nonhomogeneous Clays. Journal of Geotechnical and Geoenviroment Engineering 142 (2): 4015079. doi:10.1061/(ASCE)GT.1943-5606.0001381
- Zhu, Z.,. L. Zhou, H. Zhang, S. Cheng, X. Jiao, and J. Jiang. 2017. Preliminary Study of Physical and Mechanical Properties of Surface Sediments in Northern South China Sea. Journal of Engineering Geology (6): 1566–1573.
- Zou, X., Y. Hu, M. S. Hossain, and M. Zhou. 2018. Capacity of Skirted Foundations in Sand-over-Clay under Combined V-H. Ocean Engineering 159: 201–218. doi:10.1016/j.oceaneng.2018.04.007.