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Al-Aghbari, M.Y., Mohamedzein, Y.E.A. (2020). The use of skirts to improve the performance of a footing in sand, Int J Geotech Eng, 14(2), pp. 134–141. https://doi.org/10.1080/19386362.2018.1429702.Al-AghbariM.Y.MohamedzeinY.E.A.2020The use of skirts to improve the performance of a footing in sandInt J Geotech Eng142134141https://doi.org/10.1080/19386362.2018.142970210.1080/19386362.2018.1429702Search in Google Scholar
Amarasinghe, M.P., De Silva, L.I.N., Gallage, C. (2018). The effect of lateral confinement on the settlement characteristics of shallow foundations on sand, Int J GEOMATE 15(51), pp. 258–265.AmarasingheM.P.De SilvaL.I.N.GallageC.2018The effect of lateral confinement on the settlement characteristics of shallow foundations on sandInt J GEOMATE155125826510.21660/2018.51.65933Search in Google Scholar
Andersen, K.H., Jostad, H.P., Dyvik, R. (2008). Penetration resistance of offshore skirted foundations and anchors in dense sand, J Geotech Geoenviron Eng, 134(1), pp. 106–116. https://doi.org/106-116.10.1061/(ASCE)1090-0241(2008)134:1(106).AndersenK.H.JostadH.P.DyvikR.2008Penetration resistance of offshore skirted foundations and anchors in dense sandJ Geotech Geoenviron Eng1341106116https://doi.org/106-116.10.1061/(ASCE)1090-0241(2008)134:1(106).10.1061/(ASCE)1090-0241(2008)134:1(106)Search in Google Scholar
Barari, A., Ghaseminejad, V., Ibsen, L.B. (2021). Failure envelopes for combined loading of skirted foundations in layered deposits, J Waterway, Port, Coastal, Ocean Eng 147(4), pp.04021008. https://doi.org/10.1061/(ASCE)WW.1943-5460.0000639.BarariA.GhaseminejadV.IbsenL.B.2021Failure envelopes for combined loading of skirted foundations in layered depositsJ Waterway, Port, Coastal, Ocean Eng147404021008https://doi.org/10.1061/(ASCE)WW.1943-5460.0000639.10.1061/(ASCE)WW.1943-5460.0000639Search in Google Scholar
Biswas, A., Muralikrishna, A., Dash, S.K. (2016). Behavior of geo-synthetic reinforced soil foundation systems supported on stiff clay subgrade, Int J Geomech, 16(5), pp. 04016007. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000559.BiswasA.MuralikrishnaA.DashS.K.2016Behavior of geo-synthetic reinforced soil foundation systems supported on stiff clay subgradeInt J Geomech16504016007https://doi.org/10.1061/(ASCE)GM.1943-5622.0000559.10.1061/(ASCE)GM.1943-5622.0000559Search in Google Scholar
Bransby, M.F., Randolph, M.F. (1998). Combined loading of skirted foundations, Geotechnique, 48(5), pp. 637–655. https://doi.org/10.1680/geot.1998.48.5.637.BransbyM.F.RandolphM.F.1998Combined loading of skirted foundationsGeotechnique485637655https://doi.org/10.1680/geot.1998.48.5.637.10.1680/geot.1998.48.5.637Search in Google Scholar
Chen, G., Liu, R. (2018). Upper bound solutions of vertical bearing capacity of skirted mudmat in sand, Appl Ocean Res, 73, pp. 100–106. https://doi.org/10.1016/j.apor.2018.01.017.ChenG.LiuR.2018Upper bound solutions of vertical bearing capacity of skirted mudmat in sandAppl Ocean Res73100106https://doi.org/10.1016/j.apor.2018.01.017.10.1016/j.apor.2018.01.017Search in Google Scholar
Dehkordi, P.F., Karim, U.F.A. (2020). Behaviour of circular footings confined by rigid base and geocell reinforcement, Arab J Geosci, 13, pp. 1100. https://doi.org/10.1007/s12517-020-06092-1DehkordiP.F.KarimU.F.A.2020Behaviour of circular footings confined by rigid base and geocell reinforcementArab J Geosci131100https://doi.org/10.1007/s12517-020-06092-110.1007/s12517-020-06092-1Search in Google Scholar
Demir, A., Laman, A., Yildiz, A., Ornek, M. (2013). Large scale field tests on geogrid reinforced granular fill underlain by clay soil, Geotext Geomembr, 38, pp. 1–15. https://doi.org/10.1016/j.geotexmem.2012.05.007.DemirA.LamanA.YildizA.OrnekM.2013Large scale field tests on geogrid reinforced granular fill underlain by clay soilGeotext Geomembr38115https://doi.org/10.1016/j.geotexmem.2012.05.007.10.1016/j.geotexmem.2012.05.007Search in Google Scholar
Dixit, M.S., Patil, K.A. (2014) Effect of reinforcement on bearing capacity and settlement of sand, Electron J Geotech Eng, 19, pp. 1033–1046.DixitM.S.PatilK.A.2014Effect of reinforcement on bearing capacity and settlement of sandElectron J Geotech Eng1910331046Search in Google Scholar
Eid, H.T. (2013). Bearing capacity and settlement of skirted shallow foundations on sand, Int J Geomech, 13(5), pp. 645–652. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000237.EidH.T.2013Bearing capacity and settlement of skirted shallow foundations on sandInt J Geomech135645652https://doi.org/10.1061/(ASCE)GM.1943-5622.0000237.10.1061/(ASCE)GM.1943-5622.0000237Search in Google Scholar
Eid, H.T., Alansari, O.A., Odeh, A.M., Nasr, M.N., Sadek, H.A. (2009). Comparative study on the behavior of square foundations resting on confined sand, Can Geotech J, 46(4), pp. 438–453. https://doi.org/10.1139/T08-134EidH.T.AlansariO.A.OdehA.M.NasrM.N.SadekH.A.2009Comparative study on the behavior of square foundations resting on confined sandCan Geotech J464438453https://doi.org/10.1139/T08-13410.1139/T08-134Search in Google Scholar
Elsaied, A.E., Saleh, N.M., Elmashad, M.E. (2015). Behavior of circular footing resting on laterally confined granular reinforced soil, HBRC j, 11(2), pp. 240–245 https://doi.org/10.1016/j.hbrcj.2014.03.011.ElsaiedA.E.SalehN.M.ElmashadM.E.2015Behavior of circular footing resting on laterally confined granular reinforced soilHBRC j112240245https://doi.org/10.1016/j.hbrcj.2014.03.011.10.1016/j.hbrcj.2014.03.011Search in Google Scholar
Fattah, M.Y., Shlash, K.T., Mohammed, H.A. (2014). Bearing capacity of rectangular footing on sandy soil bounded by a wall, Arab J Sci Eng, 39, pp. 7621–7633. https://doi.org/10.1007/s13369-014-1353-7.FattahM.Y.ShlashK.T.MohammedH.A.2014Bearing capacity of rectangular footing on sandy soil bounded by a wallArab J Sci Eng3976217633https://doi.org/10.1007/s13369-014-1353-7.10.1007/s13369-014-1353-7Search in Google Scholar
Harikumar, H., Sankar, N., Chandrakaran, S. (2016). Behavior of model footing resting on sand bed reinforced with multidirectional element, Geotext Geomembr, 44, pp.568–578. http://dx.doi.org/10.1016/j.geotexmem.2016.03.008.HarikumarH.SankarN.ChandrakaranS.2016Behavior of model footing resting on sand bed reinforced with multidirectional elementGeotext Geomembr44568578http://dx.doi.org/10.1016/j.geotexmem.2016.03.008.10.1016/j.geotexmem.2016.03.008Search in Google Scholar
IS 1888 (1982). Indian standard method of load test on soil, Bureau of Indian Standard, India.IS 18881982Indian standard method of load test on soilBureau of Indian StandardIndiaSearch in Google Scholar
IS 1498 (2007). Classification and identification of soils for general purposes, Bureau of Indian Standard, India.IS 14982007Classification and identification of soils for general purposesBureau of Indian StandardIndiaSearch in Google Scholar
Jha, J.N. (2007). Effect of vertical reinforcement on bearing capacity of footing on sand. Indian Geotech J, 37(1), pp. 64–78.JhaJ.N.2007Effect of vertical reinforcement on bearing capacity of footing on sandIndian Geotech J3716478Search in Google Scholar
Jiang, C., Lin, L., Li, C., Li, T.B., He, J. (2020). The undrained vertical and horizontal bearing capacity of internal skirted foundation in clay, Eur J Environ Civ, 24(9), pp. 1302–1319. https://doi.org/10.1080/19648189.2018.1463296.JiangC.LinL.LiC.LiT.B.HeJ.2020The undrained vertical and horizontal bearing capacity of internal skirted foundation in clayEur J Environ Civ24913021319https://doi.org/10.1080/19648189.2018.1463296.10.1080/19648189.2018.1463296Search in Google Scholar
Khing, K.H., Das, B.M., Puri, V.K., Cook, E.E., Yen, S.C. (1993). The bearing capacity of a strip foundation on geogrid-reinforced sand, Geotext Geomembr,12(4), pp. 351–361. https://doi.org/10.1016/0266-1144(93)90009-D.KhingK.H.DasB.M.PuriV.K.CookE.E.YenS.C.1993The bearing capacity of a strip foundation on geogrid-reinforced sandGeotext Geomembr124351361https://doi.org/10.1016/0266-1144(93)90009-D.10.1016/0266-1144(93)90009-DSearch in Google Scholar
Krishna, A., Viswanath, B., Keshav, N. (2014) Performance of square footing resting on laterally confined sand. Int J Res Eng Tech 3(6), pp. 110–114.KrishnaA.ViswanathB.KeshavN.2014Performance of square footing resting on laterally confined sandInt J Res Eng Tech3611011410.15623/ijret.2014.0318018Search in Google Scholar
Kumar, A., Saran, S. (2003), Closely spaced strip footings on reinforced sand, J Geotech Geoenviron Eng, 129(7), pp. 660–664. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:7(660).KumarA.SaranS.2003Closely spaced strip footings on reinforced sandJ Geotech Geoenviron Eng1297660664https://doi.org/10.1061/(ASCE)1090-0241(2003)129:7(660).10.1061/(ASCE)1090-0241(2003)129:7(660)Search in Google Scholar
Mandal, J.N., Manjunath, V.R. (1995) Bearing capacity of strip footing resting on reinforced sand subgrades, Constr Build Mater, 9(1), pp 35–38, https://doi.org/10.1016/0950-0618(95)92858-E.MandalJ.N.ManjunathV.R.1995Bearing capacity of strip footing resting on reinforced sand subgradesConstr Build Mater913538https://doi.org/10.1016/0950-0618(95)92858-E.10.1016/0950-0618(95)92858-ESearch in Google Scholar
Ornek, M., Calisici, M., Turedi, Y., Kaya, N. (2021). Investigation of skirt effect on eccentrically loaded model strip footing using laboratory tests. J Soil Mech Foun Eng, 58(3), pp. 215–222. https://doi.org/10.1007/s11204-021-09731-1OrnekM.CalisiciM.TurediY.KayaN.2021Investigation of skirt effect on eccentrically loaded model strip footing using laboratory testsJ Soil Mech Foun Eng583215222https://doi.org/10.1007/s11204-021-09731-110.1007/s11204-021-09731-1Search in Google Scholar
Rajagopal, K., Krishnaswamy, N.R., Latha, G.M. (1999). Behavior of sand confined with single and multiple geocells. Geotext Geomembr 17(3), pp. 171–184. https://doi.org/10.1016/S0266-1144(98)00034-XRajagopalK.KrishnaswamyN.R.LathaG.M.1999Behavior of sand confined with single and multiple geocellsGeotext Geomembr173171184https://doi.org/10.1016/S0266-1144(98)00034-X10.1016/S0266-1144(98)00034-XSearch in Google Scholar
Raja, M.N.A., Shukla, S.K. (2020). Ultimate bearing capacity of strip footing resting on soil bed strengthened by wraparound geo-synthetic reinforcement technique, Geotext Geomembr, 48, pp. 867–874, https://doi.org/10.1016/j.geotexmem.2020.06.005.RajaM.N.A.ShuklaS.K.2020Ultimate bearing capacity of strip footing resting on soil bed strengthened by wraparound geo-synthetic reinforcement techniqueGeotext Geomembr48867874https://doi.org/10.1016/j.geotexmem.2020.06.005.10.1016/j.geotexmem.2020.06.005Search in Google Scholar
Roy, S.S., Deb, K. (2017). Bearing capacity of rectangular footings on multilayer geosynthetic-reinforced granular fill over soft soil, Int J Geomech, 17(9), pp. 04017069. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000959.RoyS.S.DebK.2017Bearing capacity of rectangular footings on multilayer geosynthetic-reinforced granular fill over soft soilInt J Geomech17904017069https://doi.org/10.1061/(ASCE)GM.1943-5622.0000959.10.1061/(ASCE)GM.1943-5622.0000959Search in Google Scholar
Saleh, N.M., Alsaied, A.E., Elleboudy, A.M. (2008). Performance of skirted strip footing subjected to eccentric inclined load, Electron J Geotech Eng, 13, pp. 1–13.SalehN.M.AlsaiedA.E.ElleboudyA.M.2008Performance of skirted strip footing subjected to eccentric inclined loadElectron J Geotech Eng13113Search in Google Scholar
Santhoshkumara G., Ghosh, P. (2020). Ultimate bearing capacity of skirted foundation on cohesionless soil using slip line theory, Comput Geotech, 123, pp. 103573. https://doi.org/10.1016/j.compgeo.2020.103573.SanthoshkumaraG.GhoshP.2020Ultimate bearing capacity of skirted foundation on cohesionless soil using slip line theoryComput Geotech123103573https://doi.org/10.1016/j.compgeo.2020.103573.10.1016/j.compgeo.2020.103573Search in Google Scholar
Sawwaf, M. El., Nazer, A. (2005). Behavior of circular footings resting on confined granular soil, J Geotech Geoenviron Eng, 131(3), pp 359–366. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:3(359).SawwafM. El.NazerA.2005Behavior of circular footings resting on confined granular soilJ Geotech Geoenviron Eng1313359366https://doi.org/10.1061/(ASCE)1090-0241(2005)131:3(359).10.1061/(ASCE)1090-0241(2005)131:3(359)Search in Google Scholar
Selmi, M., Kormi, T., Hentati, A., Ali, N.B.H. (2019). Capacity assessment of offshore skirted foundations under HM combined loading using RFEM, Comput Geotech, 114, pp. 1–12. https://doi.org/10.1016/j.compgeo.2019.103148.SelmiM.KormiT.HentatiA.AliN.B.H.2019Capacity assessment of offshore skirted foundations under HM combined loading using RFEMComput Geotech114112https://doi.org/10.1016/j.compgeo.2019.103148.10.1016/j.compgeo.2019.103148Search in Google Scholar
Singh, V. K., Prasad, A., Aggarwal, R.K. (2007). Effect of soil confinement on ultimate bearing capacity of square footing under eccentric–inclined load, Electron J geotech Eng 12, pp. 1–14.SinghV. K.PrasadA.AggarwalR.K.2007Effect of soil confinement on ultimate bearing capacity of square footing under eccentric–inclined loadElectron J geotech Eng12114Search in Google Scholar
Thakur, A., Dutta, R.K. (2020) Experimental and numerical studies of skirted hexagonal footings on three sands, SN Appl Sci, 2(3), pp. 1–11. https://doi.org/10.1007/s42452-020-2239-9.ThakurA.DuttaR.K.2020Experimental and numerical studies of skirted hexagonal footings on three sandsSN Appl Sci23111https://doi.org/10.1007/s42452-020-2239-9.10.1007/s42452-020-2239-9Search in Google Scholar
Wakil, A.Z.EL. (2013). Bearing capacity of skirt circular footing on sand. Alexandria Eng J 52(3), pp. 359–364. https://doi.org/10.1016/j.aej.2013.01.007.WakilA.Z.EL.2013Bearing capacity of skirt circular footing on sandAlexandria Eng J523359364https://doi.org/10.1016/j.aej.2013.01.007.10.1016/j.aej.2013.01.007Search in Google Scholar
Yun, G., Bransby, M.F. (2007). The un-drained vertical bearing capacity of skirted foundations, Soils Found, 47(3), pp. 493–505. https://doi.org/10.3208/sandf.47.493.YunG.BransbyM.F.2007The un-drained vertical bearing capacity of skirted foundationsSoils Found473493505https://doi.org/10.3208/sandf.47.493.10.3208/sandf.47.493Search in Google Scholar
Zeydi, H., Boushehrian, A.H. (2020). Experimental and numerical study of bearing capacity of circular footings on layered soils with and without skirted sand piles, Iran J Sci Tech, 44, pp. 949–958. https://doi.org/10.1007/s40996-019-00284-w.ZeydiH.BoushehrianA.H.2020Experimental and numerical study of bearing capacity of circular footings on layered soils with and without skirted sand pilesIran J Sci Tech44949958https://doi.org/10.1007/s40996-019-00284-w.10.1007/s40996-019-00284-wSearch in Google Scholar