Funder
National Natural Science Foundation of China
the Fundamental Research Funds for the Central Research Institutes
Publisher
Zhejiang University Press
Reference35 articles.
1. Allotey N, El Naggar MH, 2008. A consistent soil fatigue framework based on the number of equivalent cycles. Geotechnical and Geological Engineering, 26(1):65–77. https://doi.org/10.1007/s10706-007-9147-2
2. Andersen KH, Lauritzsen R, 1988. Bearing capacity for foundations with cyclic loads. Journal of Geotechnical Engineering, 114(5):540–555. https://doi.org/10.1061/(ASCE)0733-9410(1988)114:5(540)
3. Andresen L, Jostad HP, Andersen KH, 2008. Finite element analyses in offshore foundation design. Proceedings of the 12th International Conference of International Association for Computer Methods and Advances in Geomechanics, p.3247–3262.
4. Cai YQ, Guo L, Jardine RJ, et al., 2017. Stress-strain response of soft clay to traffic loading. Geotechnique, 67(5):446–451. https://doi.org/10.1680/jgeot.15.P.224
5. Chen W, Randolph MF, 2007. Uplift capacity of suction caissons under sustained and cyclic loading in soft clay. Journal of Geotechnical and Geoenvironmental Engineering, 133(11):1352–1363. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:11(1352)
Cited by
6 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献