Author:
Dutta Dipanjan,Haldar Sumanta
Reference22 articles.
1. Shu, S., Gang, Y., Wu, Y.: Probabilistic bearing capacity analysis of spudcan foundation in soil with linearly increasing mean undrained shear strength. Ocean Eng. (2019). https://doi.org/10.1016/j.oceaneng.2019.106800
2. Li, L., Li, J., Huang, J., Gao, F.: Bearing capacity of spudcan foundations in a spatially varying clayey seabed. Ocean. Eng. 143, 97–105 (2017). https://doi.org/10.1016/j.oceaneng.2017.05.026
3. Li, J., Zhou, Y., Zhang, L., Tian, Y., Cassidy, M.J., Zhang, L.: Random finite element method for spudcan foundations in spatially variable soils. Eng. Geol. 205, 146–155 (2015). https://doi.org/10.1016/j.enggeo.2015.12.019
4. Tang, C., Phoon, K.K.: Model uncertainty of Eurocode 7 approach for bearing capacity of circular footings on dense sand. Int. J. Geomech. 17(3), 04016069 (2017)
5. ISO (International Organization for Standardization). ISO 19905-1: Petroleum and Natural Gas Industries—Site Specific Assessment of Mobile Offshore Units—Part 1: Jack-Ups. Geneva (2012)