Approximate settlement influence factors for bucket foundations

References

• Al-Aghbari MY, Mohamedzein YEA. 2006. Improving the performance of circular foundations using structural skirts. Proc Inst Civ Eng Ground Improv. 10:125–132. doi:10.1680/grim.2006.10.3.125.
   Google Scholar
• Barari A, Ibsen LB. 2014. Vertical capacity of bucket foundations in undrained soil. J Civ Eng Manag. 20:1–12. doi:10.3846/13923730.2013.801915.
   Google Scholar
• Barari A, Ibsen LB, Ghalesari AT, Larsen KA. 2017. Embedment effects on vertical bearing capacity of offshore bucket foundations on cohesionless soil. Int J Geomech 17:04016110. doi:10.1061/(ASCE)GM.1943-5622.0000782.
   Google Scholar
• Basha AM, Eldisouky EA. 2023. Effect of eccentric loads in the behavior of circular footing with/without skirts resting on sand soil. Int J Geo-Eng. 14:13. doi:10.1186/s40703-023-00192-z.
   Google Scholar
• Carrier WD, Christian JT. 1973. Rigid circular plate resting on a non-homogeneous elastic half-space. Geotechnique. 23:67–84. doi:10.1680/geot.1973.23.1.67.
   Google Scholar
• Clancy P. 1993. Numerical analysis of piled raft foundations [PhD thesis]. University of Western Australia.
   Google Scholar
• Deb TK, Singh B. 2021. Vertical bearing behavior of monopod caisson foundation in sandy soils. J Waterw Port Coast Ocean Eng. 147:04021012. doi:10.1061/(ASCE)WW.1943-5460.0000634.
   Google Scholar
• Eid HT. 2013. Bearing capacity and settlement of skirted shallow foundations on sand. Int J Geomech 13:645–652. doi:10.1061/(ASCE)GM.1943-5622.0000237.
   Web of Science ®Google Scholar
• Fu D, Gaudin C, Tian Y, Cassidy MJ, Bienen B. 2017. Uniaxial capacities of skirted circular foundations in clay. J Geotech Geoenviron Eng. 143:04017022. doi:10.1061/(ASCE)GT.1943-5606.0001685.
   Google Scholar
• Haddad A, Amini R. 2019. Effect of embedment on the vertical capacity of bucket foundation in loose saturated sand: physical modelling. Mar Georsources Geotechnol. 37:366–374. doi:10.1080/1064119X.2018.1443354.
   Web of Science ®Google Scholar
• Harr ME. 1966. Foundations of theoretical soil mechanics. New York, NY: McGraw-Hill.
   Google Scholar
• Houlsby GT. 2016. Interactions in offshore foundation design. Geotechnique. 66:791–825. doi:10.1680/jgeot.15.RL.001.
   Web of Science ®Google Scholar
• Hu Y, Randolph MF. 2002. Bearing capacity of caisson foundations on normally consolidated clay. Soils Found. 42:71–77. doi:10.3208/sandf.42.5_71.
   Web of Science ®Google Scholar
• Hu Y, Randolph MF, Watson PG. 1999. Bearing response of skirted foundation on nonhomogeneous soil. J Geotech Geoenviron Eng. 125:924–935. doi:10.1061/(ASCE)1090-0241(1999)125:11(924).
   Web of Science ®Google Scholar
• Hung LC, Kim SR. 2012. Evaluation of vertical and horizontal bearing capacities of bucket foundations in clay. Ocean Eng 52:75–82. doi:10.1016/j.oceaneng.2012.06.001.
   Web of Science ®Google Scholar
• Khatri VN, Kumar J. 2019. Finite-element limit analysis of strip and circular skirted footings on sand. J Geotech Geoenviron Eng. 19:06019001.
   Google Scholar
• Lee JK, Jeong S, Lee S. 2018. Undrained bearing capacity factors for ring footings in heterogeneous soil. Comp Geotech. 72:103–111.
   Google Scholar
• Mayne PW, Poulos HG. 1999. Approximate displacement influence factors for elastic shallow foundations. J Geotech Geoenviron Eng. 125:453–460. doi:10.1061/(ASCE)1090-0241(1999)125:6(453).
   Web of Science ®Google Scholar
• Park J, Park D, Yoo J. 2016. Vertical bearing capacity of bucket foundations in sand. Ocean Eng 121:453–461. doi:10.1016/j.oceaneng.2016.05.056.
   Google Scholar
• Poulos HG. 2017. Tall building foundation design. Boca Raton, FL: CRC Press.
   Google Scholar
• Rowe RK, Booker JR. 1981. The behavior of footings resting on a non-homogeneous soil mass with a crust. Part II. circular footings. Can Geotech J. 18:265–279. doi:10.1139/t81-029.
   Web of Science ®Google Scholar
• Sajjad G, Masoud M. 2018. Study of the behavior of skirted shallow foundations resting on sand. Int J Phys Model Geotech. 18:117–130.
   Google Scholar
• Timoshenko S, Goodier JN. 1951. Theory of elasticity. New York, NY: McGraw-Hill.
   Google Scholar
• Yun G, Brandsby MF. 2007. The undrained vertical bearing capacity of skirted foundations. Soils Found. 47:493–505. doi:10.3208/sandf.47.493.
   Web of Science ®Google Scholar