1. Bransby, M.F. and Randolph, M.F., (1999), The effect of embedment depth on the undrained response of skirted foundations to combined loading, Soils and Foundations, Vol. 39(4), p. 19-33. [
DOI:10.3208/sandf.39.4_19]
2. Houlsby, G.T. and Byrne, B.W., (2005), Design procedures for installation of suction caissons in clay and other materials, Proc. of the Institution of Civil Engineers Geotechnical Engineering, Vol. 158(2), p.75-82. [
DOI:10.1680/geng.2005.158.2.75]
3. Yun, G.J. and Bransby, M.F., (2007), The undrained vertical bearing capacity of skirted foundations, Soils and Foundations, Vol. 47(3), p.493-505. [
DOI:10.3208/sandf.47.493]
4. Bransby, M.F. and Yun, G.J., (2009), The untrained capacity of skirted strip foundations under combined loading, Geotechnique, Vol. 59(2), p.115-125. [
DOI:10.1680/geot.2007.00098]
5. Zhan, Y.G. and Liu, F.C., (2010), Numerical analysis of bearing capacity of suction bucket foundation for offshore wind turbines, Elec. J. of Geotechnical Engineering, Vol. 15(F), p.633-644.
6. Gourvenec, S. and Barnett, S., (2011), Undrained failure envelope for skirted foundations under general loading, Geotechnique, Vol. 61(3), p.263-270. [
DOI:10.1680/geot.9.T.027]
7. Mana, D.S.K., Gourvenec, S. and Randolph, M.F., (2011), A numerical study of the vertical bearing capacity of skirted foundations, Frontiers in Offshore Geotechnics II- Taylor & Francis Group, London, p.433-438. [
DOI:10.1201/b10132-52]
8. Bienen, B., Gaudin, Ch., Cassidy, M.J., Rausch, L., Purwana, O.A. and Krisdani, H., (2012), Numerical modelling of a hybrid skirted foundation under combined loading, Computers and Geotechnics, Vol. 45, p.127-139. [
DOI:10.1016/j.compgeo.2012.05.009]
9. Hung, L.C. and Kim, S.R., (2012), Evaluation of vertical and horizontal bearing capacities of bucket foundations in clay, Ocean Engineering, Vol. 52, p.75-82. [
DOI:10.1016/j.oceaneng.2012.06.001]
10. Hung, L.C. and Kim, S.R., (2014), Evaluation of undrained bearing capacities of bucket foundations under combined loads, Marine Georesources & Geotechnology, Vol. 32, p.76-92. [
DOI:10.1080/1064119X.2012.735346]
11. Du, J., Du, Sh., Shen, Sh. and Yin, Z., (2015), Numerical investigation of the undraned compression and pullout capacity of suction foundations in clay, Polish Maritime Research Special, Vol. 22(86), p.126-135. [
DOI:10.1515/pomr-2015-0044]
12. Azzam, W.R., (2015), Finite element analysis of skirted foundation adjacent to sand slope under earthquake loading, Housing and Building National Research Center, Vol. 11(2), p.231-239. [
DOI:10.1016/j.hbrcj.2014.04.001]
13. Rezazadeh, S. and Eslami, E., (2018), Bearing capacity of semi-deep skirted foundations on clay using stress characteristics and finite element analyses, Marine Georesources & Geotechnology, Vol. 36(6), p.625-639. [
DOI:10.1080/1064119X.2017.1361488]
14. Al-Aghbari, M.Y. and Dutta, R.K., (2008), Performance of square footing with structural skirt resting on sand, Geomechanic and Geoengineering Journal, Vol. 3(4), p. 271-277. [
DOI:10.1080/17486020802509393]
15. Eid, H.T., (2013), Bearing capacity and settlement of skirted shallow foundations on sand, International Journal of Geomechanics, ASCE, Vol. 13(5), p.645-652. [
DOI:10.1061/(ASCE)GM.1943-5622.0000237]
16. El-Saied, A.E., Saleh, N.M. and Elmashad, M.E., (2015), Behavior of circular footing resting on laterally confined granular reinforced soil, Housing and Building National Research Center, Vol. 11, p.240-245. [
DOI:10.1016/j.hbrcj.2014.03.011]
17. Fattah, M.Y., Shlash, K.T. and Mohammed, H.A., (2015), Experimental study on the behaviour of strip footing on sandy soil bounded by a wall, Arab. J. of Geoscience, Vol. 8, p.4779-4790. [
DOI:10.1007/s12517-014-1564-y]
18. Gholipour, S. and Makarchian, M., (2018), Study of the behaviour of skirted shallow foundations resting on sand, International Journal of Physical Modelling in Geotechnics, Vol. 18(3), p.117-130. [
DOI:10.1680/jphmg.16.00079]
19. Prasanth, T. and Kumar, P.R., (2017), A study on load carrying capacity of skirted foundation on sand, International Journal of Science and Research, Vol. 6(6).
20. Cerato, A.B. and Lutenegger, A.J., (2013), Model footing test on a finite layer of granular soil, Proc. of the FONDSUP: International Symposium.
21. Chen, Q., (2007), An Experimental Study on Characteristics and Behavior of Reinforced Soil Foundation, PhD Thesis, Louisiana State University, USA.
22. Pfeifle, T.W. and Das, B.M., (1979), Model tests for bearing capacity in sand, Journal of Geotechnical Engineering, Vol. 105(9), p.1112-1116.
23. Fellenius, B.H., (1980), The analysis of results from routine pile loading tests, Ground Engineering: Foundation Publishing Ltd., Vol. 13(6), p.19-31.
24. Fox, E.N., (1948), The mean elastic settlement of a uniformly loaded area at a depth below the ground surface, 2nd Int. Society for Soil Mechanics and Geotechnical Engineering, Vol. 1.
25. Teng, W., (1962), Foundation Design, Prentice Hall, Englewood Cliffs, NJ.
26. Poulos, H.G. and Davis, E.H., (1974), Elastic Solutions for Soil and Rock Mechanics, John Wiley and Sons, New York, 411 p. [
DOI:10.1016/0148-9062(74)91768-9]
27. Nishida, Y., (1966), Vertical stress and vertical deformation of ground under a deep circular uniform pressure in the semi-infinite, Proceedings of the 1st ISRM Congress, Lisbon, Portuga.
28. Terzaghi, K., (1943), Theoretical Soil Mechanics, John Wiley and Sons, New York. [
DOI:10.1002/9780470172766]
29. Meyerhof, G.G., (1963), Some recent research on the bearing capacity of foundations, Canadian Geotechnical Journal, Vol. 1(1), p.16-26. [
DOI:10.1139/t63-003]
30. Skempton, A.W., (1951), The bearing capacity of clays, Proc. Building Research Congress, London, p.180-189.
31. Bjerrum, L. and Eide, O., (1956), Stability of strutted excavations in clay, Geotechnique, Vol. 6, p.115-128. [
DOI:10.1680/geot.1956.6.1.32]
32. Hu, Y., Randolph, M.F. and Watso, P.G., (1999), Bearing response of skirted foundation on nonhomogeneous soil, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 125, p.924-935. [
DOI:10.1061/(ASCE)1090-0241(1999)125:11(924)]
33. Martin, C.M., (2001), Vertical bearing capacity of skirted circular foundations on tresca soil, Proceedings 15th ICSMGE, Vol. 1, p.743-746.
34. Martin, C.M. and Randolph, M.R., (2001), Applications of the lower and upper bound theorems of plasticity to collapse of circular foundations, Proceedings of the Conference on Computer Methods and Advances in Geomechanics, Tucson, Vol. 1, p.417-428