Pressure-settlement behavior of square and rectangular skirted footings resting on sand |
Khatri, Vishwas Nandkishor
(Department of Civil Engineering, Indian Institute of Technology (Indian School of Mines))
Debbarma, S.P. (Department of Civil Engineering, National Institute of Technology) Dutta, Rakesh Kumar (Department of Civil Engineering, National Institute of Technology) Mohanty, Bijayananda (Department of Civil Engineering, National Institute of Technology) |
1 | Al-Aghbari, M.Y. (2007), "Settlement of shallow circular foundations with structural skirts resting on sand", J. Eng. Res., 4(1), 11-16. DOI |
2 | Al-Aghbari, M.Y. and Dutta, R.K. (2008), "Performance of square footing with structural skirt resting on sand", Geomech. Geoeng., 3(4), 271-277. DOI |
3 | Al-Aghbari, M.Y. and Mohamedzein, Y.E-A. (2004), "Bearing capacity of strip foundations with structural skirts", Geotech. Geol. Eng., 22(1), 43-57. DOI |
4 | Binquet, J. and Lee, K.L. (1975), "Bearing capacity analysis of reinforced earth slabs", J. Geotech. Eng., 101(GT12), 1257-1275. |
5 | Bolton, M.D. (1986), "Strength and dilatancy of sands", Geotechnique, 36(1), 65-78. DOI |
6 | Bransby, M.F. and Randolph, M.F. (1998), "Combined loading of skirted foundation", Geotechnique, 48(5), 637-655. DOI |
7 | Eid, H.T. (2013), "Bearing capacity and settlement of skirted shallow foundations on sand", Int. J. Geomech., 13(5), 645-652. DOI |
8 | Fukushima, S. and Tatsuoka, F. (1984), "Strength and deformation characteristics of saturated sand at extremely low pressure", Soils Found., 24(4), 30-48. DOI |
9 | Gourvenec, S. and Jensen, K. (2009), "Effect of embedment and spacing of cojoined skirted foundation systems on undrained limit states under general loading", Int. J. Geomech., 9(6), 267-279. DOI |
10 | Hettler, A. and Gudehus, G. (1989), "Influence of the foundation width on the bearing capacity factor", Soils Found., 38 (4), 81-92. |
11 | IS 6403 (1981), Determination of Bearing Capacity of Shallow Foundation; Bureau of Indian Standard. |
12 | Lancelot, L., Shahrour, I. and Al Mahmoud, M. (2006), "Failure and dilatancy properties of sand at relatively low stresses", J. Eng. Mech., 132(12), 1396-1399. DOI |
13 | Maeda, K. and Miura, K. (1999), "Confining stress dependency of mechanical properties of sands", Soils Found., 39(1), 53-67. DOI |
14 | Mahmoud, M.A. and Abdrabbo, F.M. (1989), "Bearing capacity of strip footing resting on reinforced sand subgrades", Can. Geotech. J., 26(1), 154-159. DOI |
15 | Mana, D.S.K., Gourvenec, S.M. and Martin, C.M. (2013), "Critical skirt spacing for shallow foundations under general loading", J. Geotech. Geoenviron. Eng., 139(9), 1554-1566. DOI |
16 | Meyerhof, G.G. (1963), "Some recent research on bearing capacity of foundations", Can. Geotech. J., 1(1), 16-26. DOI |
17 | Pusadkar, S.S. and Bhatkar, T. (2013), "Behavior of raft foundation with vertical skirt using plaxis 2d", Int. J. Eng. Res. Develop., 7(6), 20-24. |
18 | Saleh, N.M., Alsaied, A.E. and Elleboudy, A.M. (2008), "Performance of skirted strip footing subjected to eccentric inclined load", Electron. J. Geotech. Eng., 13, 1-13. |
19 | Terzaghi, K. (1943), Theoretical Soil Mechanics, Wiley, New York, NY, USA. |
20 | Ueno, K., Miura, K. and Maeda, Y. (1998), "Prediction of ultimate bearing capacity of surface footings with regard to size effect", Soils Found., 38(3), 165-178. DOI |
21 | Vesic, A.S. (1973), "Analysis of ultimate loads of shallow foundations", J. Soil Mech. Found. Eng., 99(1), 45-73. |
22 | Wakil, A.Z. EL. (2010), "Horizontal capacity of skirted circular shallow footings on sand", Alexandria Eng. J., 49(4), 379-385. DOI |
23 | Wakil, A.Z. EL. (2013), "Bearing capacity of skirt circular footing on sand", Alexandria Eng. J., 52(3), 359-364. DOI |
24 | Yun, G. and Bransby, M.F. (2007), "The undrained vertical bearing capacity of skirted foundations", Soils Found., 47(3), 493-505. DOI |