共 16 条
- [1] WU K., A study on bearing capacity behavior of suction bucket foundation in beach-shallow sea, pp. 13-14, (2007)
- [2] SUN X Y., A study on working mechanism and bearing capacity performance of bucket foundation in soft ground under lateral loads, pp. 15-16, (2009)
- [3] BRANSBY M F, RANDOLPH M F., Combined loading of skirted foundations, Géotechnique, 48, 5, pp. 637-655, (1998)
- [4] WAKIL A Z., Horizontal capacity of skirted circular shallow footings on sand, Alexandria Engineering Journal, 49, 4, pp. 379-385, (2010)
- [5] KIM D J, CHOO Y W, KIM J H, Et al., Investigation of monotonic and cyclic behavior of tripod suction bucket foundations for offshore wind towers using centrifuge modeling, Journal of Geotechnical and Geoenvironmental Engineering, 140, 5, pp. 1-12, (2014)
- [6] ZHANG W., Resistance capacity and deformation behavior of suction tripod piles in saturated sand under inclined pulling load, pp. 49-70, (2018)
- [7] LIU Z W, WANG J H, QIN C R, Et al., Research on the horizontal bearing capacity of bucket foundations, Chinese Journal of Geotechnical Engineering, 22, 6, pp. 691-695, (2000)
- [8] BANG S, JONES K D, KIM K O, Et al., Inclined loading capacity of suction piles in sand, Ocean Engineering, 38, 7, pp. 915-924, (2011)
- [9] LI B, GAO Y F, SHA C M, Et al., Calculation method for maximum bearing capacity of suction caisson foundation in sand, Journal of Southeast University (Natural Science Edition), 42, 6, pp. 1201-1205, (2012)
- [10] LI B, ZHENG X, GAO Y F, Et al., Model tests on optimal load attachment point of suction caisson foundation in sands, Rock and Soil Mechanics, 34, 9, pp. 2521-2526, (2013)