This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Acharyya, R., & Dey, A. (2018). Assessment of bearing capacity of interfering strip footings located near sloping surface considering artificial neural network technique. Journal of Mountain Science, 15(12), 2766–2780.AcharyyaR.DeyA.2018Assessment of bearing capacity of interfering strip footings located near sloping surface considering artificial neural network technique15122766278010.1007/s11629-018-4986-2Search in Google Scholar
Al-Jazaairry, A. A., & Sabbagh, T. T. (2017). Effect of Twin Cavities on the Axially Loaded Pile in Clay. International Journal of Geotechnical and Geological Engineering, 11(6), 559–564.Al-JazaairryA. A.SabbaghT. T.2017Effect of Twin Cavities on the Axially Loaded Pile in Clay11655956410.1080/19386362.2017.1305137Search in Google Scholar
Baus, R., & Wang, M. (1983). Bearing capacity of strip footing above void. Journal of Geotechnical Engineering, 109(1), 1–14.BausR.WangM.1983Bearing capacity of strip footing above void109111410.1061/(ASCE)0733-9410(1983)109:1(1)Search in Google Scholar
Boufarh, R., Abbeche, K., & Abdi, A. (2019). Experimental Investigation of Interference Between Adjacent Footings on Layered Cohesionless Soil. Soil Mechanics and Foundation Engineering, 1–8.BoufarhR.AbbecheK.AbdiA.2019Experimental Investigation of Interference Between Adjacent Footings on Layered Cohesionless Soil1810.1007/s11204-019-09580-zSearch in Google Scholar
Das, B. M., & Larbi-Cherif, S. (1983). Bearing capacity of two closely-spaced shallow foundations on sand. Soils and Foundations, 23(1), 1–7.DasB. M.Larbi-CherifS.1983Bearing capacity of two closely-spaced shallow foundations on sand2311710.3208/sandf1972.23.1Search in Google Scholar
Griffiths, D., Fenton, G. A., & Manoharan, N. (2006). Undrained bearing capacity of two-strip footings on spatially random soil. International Journal of Geomechanics, 6(6), 421–427.GriffithsD.FentonG. A.ManoharanN.2006Undrained bearing capacity of two-strip footings on spatially random soil6642142710.1061/(ASCE)1532-3641(2006)6:6(421)Search in Google Scholar
Gupta, A., & Sitharam, T. (2018). Experimental and numerical investigations on interference of closely spaced square footings on sand. International Journal of Geotechnical Engineering, 1–9.GuptaA.SitharamT.2018Experimental and numerical investigations on interference of closely spaced square footings on sand1–910.1080/19386362.2018.1454386Search in Google Scholar
Hansen, J. B. (1970). A revised and extended formula for bearing capacity. Danish Geotechnical Institute Bull., 28, 5–11.HansenJ. B.1970A revised and extended formula for bearing capacity28511Search in Google Scholar
Kapoor, A., Walia, B., & Singh, C. (2018). Effect of Cavity on Bearing Capacity of Shallow Foundation in Reinforced Soil. Paper presented at the International Conference on Sustainable Waste Management through Design.KapoorA.WaliaB.SinghC.2018Paper presented at the International Conference on Sustainable Waste Management through Design10.1007/978-3-030-02707-0_37Search in Google Scholar
Kiyosumi, M., Kusakabe, O., & Ohuchi, M. (2011). Model tests and analyses of bearing capacity of strip footing on stiff ground with voids. Journal of Geotechnical and Geoenvironmental Engineering, 137(4), 363–375.KiyosumiM.KusakabeO.OhuchiM.2011Model tests and analyses of bearing capacity of strip footing on stiff ground with voids137436337510.1061/(ASCE)GT.1943-5606.0000440Search in Google Scholar
Kumar, J., & Bhoi, M. K. (2008). Interference of multiple strip footings on sand using small scale model tests. Geotechnical and Geological Engineering, 26(4), 469–477.KumarJ.BhoiM. K.2008Interference of multiple strip footings on sand using small scale model tests26446947710.1007/s10706-008-9175-6Search in Google Scholar
Kumar, J., & Ghosh, P. (2007). Upper bound limit analysis for finding interference effect of two nearby strip footings on sand. Geotechnical and Geological Engineering, 25(5), 499–507.KumarJ.GhoshP.2007Upper bound limit analysis for finding interference effect of two nearby strip footings on sand25549950710.1007/s10706-007-9124-9Search in Google Scholar
Lavasan, A. A., Talsaz, A., Ghazavi, M., & Schanz, T. (2016). Behavior of shallow strip footing on twin voids. Geotechnical and Geological Engineering, 34(6), 1791–1805.LavasanA. A.TalsazA.GhazaviM.SchanzT.2016Behavior of shallow strip footing on twin voids3461791180510.1007/s10706-016-9989-6Search in Google Scholar
Lee, J., & Eun, J. (2009). Estimation of bearing capacity for multiple footings in sand. Computers and geotechnics, 36(6), 1000–1008.LeeJ.EunJ.2009Estimation of bearing capacity for multiple footings in sand3661000100810.1016/j.compgeo.2009.03.009Search in Google Scholar
Lee, J. K., Jeong, S., & Ko, J. (2014). Undrained stability of surface strip footings above voids. Computers and Geotechnics, 62, 128–135.LeeJ. K.JeongS.KoJ.2014Undrained stability of surface strip footings above voids6212813510.1016/j.compgeo.2014.07.009Search in Google Scholar
Mabrouki, A., Benmeddour, D., Frank, R., & Mellas, M. (2010). Numerical study of the bearing capacity for two interfering strip footings on sands. Computers and Geotechnics, 37(4), 431–439.MabroukiA.BenmeddourD.FrankR.MellasM.2010Numerical study of the bearing capacity for two interfering strip footings on sands37443143910.1016/j.compgeo.2009.12.007Search in Google Scholar
Meyerhof, G. G. (1963). Some recent research on the bearing capacity of foundations. Canadian Geotechnical Journal, 1(1), 16–26.MeyerhofG. G.1963Some recent research on the bearing capacity of foundations11162610.1139/t63-003Search in Google Scholar
Prandtl, L. (1921). Hauptaufsätze: Über die eindringungsfestigkeit (härte) plastischer baustoffe und die festigkeit von schneiden. Journal of Applied Mathematics and Mechanics, 1(1), 15–20.PrandtlL.1921Hauptaufsätze: Über die eindringungsfestigkeit (härte) plastischer baustoffe und die festigkeit von schneiden11152010.1002/zamm.19210010102Search in Google Scholar
Reissner, H. (1924). Zum erddruckproblem. Paper presented at the Proceedings of first international congress of applied mechanics.ReissnerH.1924Paper presented at the Proceedings of first international congress of applied mechanicsSearch in Google Scholar
Srinivasan, V., & Ghosh, P. (2013). Experimental investigation on interaction problem of two nearby circular footings on layered cohesionless soil. Geomechanics and Geoengineering, 8(2), 97–106.SrinivasanV.GhoshP.2013Experimental investigation on interaction problem of two nearby circular footings on layered cohesionless soil829710610.1080/17486025.2012.695401Search in Google Scholar
Stuart, J. (1962). Interference between foundations, with special reference to surface footings in sand. Geotechnique, 12(1), 15–22.StuartJ.1962Interference between foundations, with special reference to surface footings in sand121152210.1680/geot.1962.12.1.15Search in Google Scholar
Terzaghi, K. (1943). Theoretical Soil Mechanics. New York and London: John Wiley & Son.TerzaghiK.1943New York and LondonJohn Wiley & Son10.1002/9780470172766Search in Google Scholar
Trautmann, C. H., & Kulhawy, F. H. (1988). Uplift load-displacement behavior of spread foundations. Journal of Geotechnical Engineering, 114(2), 168–184.TrautmannC. H.KulhawyF. H.1988Uplift load-displacement behavior of spread foundations114216818410.1061/(ASCE)0733-9410(1988)114:2(168)Search in Google Scholar
Ueno, K., Miura, K., & Maeda, Y. (1998). Prediction of ultimate bearing capacity of surface footings with regard to size effects. Soils and Foundations, 38(3), 165–178.UenoK.MiuraK.MaedaY.1998Prediction of ultimate bearing capacity of surface footings with regard to size effects38316517810.3208/sandf.38.3_165Search in Google Scholar
Vesic, A. S. (1973). Analysis of ultimate loads of shallow foundations. Journal of Soil Mechanics & Foundations Div, 99(sm1).VesicA. S.1973Analysis of ultimate loads of shallow foundations99(sm1).10.1016/0148-9062(74)90598-1Search in Google Scholar
West, J., & Stuart, J. (1965). Oblique loading resulting from interference between surface footings on sand. Paper presented at the Proceedings of the 6th international conference on soil mechanics and foundation engineering, Montreal.WestJ.StuartJ.1965Paper presented at the Proceedings of the 6th international conference on soil mechanics and foundation engineeringMontrealSearch in Google Scholar
Xiao, Y., Zhao, M., & Zhao, H. (2018). Undrained stability of strip footing above voids in two-layered clays by finite element limit analysis. Computers and Geotechnics, 97, 124–133.XiaoY.ZhaoM.ZhaoH.2018Undrained stability of strip footing above voids in two-layered clays by finite element limit analysis9712413310.1016/j.compgeo.2018.01.005Search in Google Scholar
Zhang, R., Chen, G., Zou, J., Zhao, L., & Jiang, C. (2019). Study on roof collapse of deep circular cavities in jointed rock masses using adaptive finite element limit analysis. Computers and Geotechnics, 111, 42–55.ZhangR.ChenG.ZouJ.ZhaoL.JiangC.2019Study on roof collapse of deep circular cavities in jointed rock masses using adaptive finite element limit analysis111425510.1016/j.compgeo.2019.03.003Search in Google Scholar