1 |
Sarac, D.Z. (1989), "Uplift capacity of shallow buried anchor slabs", Proceedings of the 12th International Conference on Soil Mechanics and Foundation Engineering, Rio de Janeiro, 12(2), pp. 1213-1218.
|
2 |
Hanna, T.H. and Carr, R.W. (1971), "The loading behaviour of plate anchors in normally and over consolidated sands", Proceedings of the 4th International Conference on Soil Mechanics and Foundation Engineering, Budapest, Hungary.
|
3 |
Adams, J.I. and Hayes, D.C. (1967), "The uplift capacity of shallow foundations", Ontario Hydro-Research Quarterly, 1-13.
|
4 |
Adhami, B., Nirouamnd, H. and Khanlari, K. (2012), "A new algorithm for the system identification of shear structures", Adv. Mater. Res., 457-458, 495-499.
|
5 |
Smith, C.C. (1998), "Limit loads for an anchor/trapdoor embedded in an associated coulomb soil", Int. J. Numer. Anal. Methods Geomech., 22(11), 855-865.
DOI
|
6 |
Stewart, W. (1985), "Uplift capacity of circular plate anchors in sand", Can. Geotech. J., 22(4), 589-592.
DOI
ScienceOn
|
7 |
Sutherland, H.B. (1965), "Model studies for shaft raising through cohesionless soils", Proceedings of the 6th International Conference on Soil Mechanics and Foundation Engineering, Montreal, Canada, Vol. 2, pp. 410-413.
|
8 |
Tagaya, K., Scott, R.F. and Aboshi, H. (1988), "Pullout resistance of buried anchor in sand", Soil. Found., 28(3), 114-130.
DOI
|
9 |
Turner, E.Z. (1962), "Uplift resistance of transmission tower footings", J. Power Div. ASCE, 88(PO2), 17-33.
|
10 |
Vesic, A.S. (1971), "Breakout resistance of objects embedded in ocean bottom", J. Soil Mech. Found. Div., ASCE, 97(9), 1183-1205.
|
11 |
Vesic A.S. (1972), "Expansion of cavities in infinite soil mass", J. Soil Mech. Found. Div., ASCE, 98(3), 265-290.
|
12 |
Ireland, H.O. (1963), "Uplift resistance of transmission tower foundations: Discussion", J. Power Div. ASCE, 89(PO1), 115-118.
|
13 |
Bhattacharya, P. and Kumar, J. (2012), "Horizontal pullout capacity of a group of two vertical strip anchors plates embedded in sand", Geotech. Geol. Eng., 3(2), 513-521.
|
14 |
Bildik, S. (2010), "An investigation of uplift resistance in foundation engineering and the analysis of uplift resistance of different type of foundations", Master Thesis, Cukurova University, Turkey.
|
15 |
Bouazza, A. and Finlay, T.W. (1990), "Uplift capacity of plate anchors in a two-layered sand", Geotechnique, 40(2), 293-297.
DOI
|
16 |
Bringkgreve, R. and Vermeer, P. (1998), PLAXIS-Finite Element Code for Soil and Rock Analysis, Version 7, Plaxis BV, The Netherlands.
|
17 |
Das, B.M. (1990), Earth Anchors, Elsevier, Amsterdam, Netherlands.
|
18 |
Das, B.M. and Seeley, G.R. (1975a), "Breakout resistance of shallow horizontal anchors", J. Geotech. Eng., ASCE, 101(9), 999-1003.
|
19 |
Das, B.M. and Seeley, G.R. (1975b), "Load displacement relationship for vertical anchor plates", J. Geotech. Eng., ASCE, 101(7), 711-715.
|
20 |
Dickin, E.A. (1988), "Uplift behaviour of horizontal anchor plates in sand", J. Geotech. Eng., 114(11), 1300-1317.
DOI
|
21 |
Dickin, E.A. and Laman, M. (2007), "Uplift response of strip anchors in cohesionless soil", J. Adv. Eng. Softwares, 38(8-9), 618-625.
DOI
ScienceOn
|
22 |
Dickin, E.A. and Leung, C.F. (1983), "Centrifuge model tests on vertical anchor plates", J. Geotech. Eng., 109(12), 1503-1525.
DOI
|
23 |
Frgic, L. and Marovic, P. (2003), "Pullout capacity of spatial anchors", J. Eng. Comput., 21(6), 598-700.
|
24 |
Frydman, S. and Shamam, I. (1989), "Pullout capacity of slab anchors in sand", Can. Geotech. J., 26(3), 385-400.
DOI
|
25 |
Giffels, W.C., Graham, R.E. and Mook, J.F. (1960), "Concrete cylinder anchors", Electrical World, 154, 46-49.
|
26 |
Akinmusuru, J.O. (1978), "Horizontally loaded vertical plate anchors in sand", J. Geotech. Eng., 104(2), 283-286.
|
27 |
Andreadis, A., Harvey, R.C. and Burley, E. (1981), "Embedded anchor response to uplift loading", J. Geotech. Eng. Div., 107(1), 59-78.
|
28 |
Baker, W.H. and Konder, R.L. (1966), "Pullout load capacity of a circular earth anchor buried in sand", Highway Res. Record, 108, 1-10.
|
29 |
Balla, A. (1961), "The resistance of breaking-out of mushroom foundations for pylons", Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering, France.
|
30 |
Basudhar, P.K. and Singh, D.N. (1994), "A generalized procedure for predicting optimal lower bound break-out factors of strip anchors", Geotechnique, 44(2), 307-318.
DOI
ScienceOn
|
31 |
Sakai, T. and Tanaka, T. (1998), "Scale effect of a shallow circular anchor in dense sand", Soil. Found., 38(2), 93-99.
DOI
|
32 |
Rangari, S.M., Choudhury, D. and Dewaikar, D.M. (2011), "Pseudo-static uplift capacity of inclined strip anchor in cohesionless soil", Electron. J. Geotech. Eng., 16, 1185-1200.
|
33 |
Rowe, R.K. and Davis, E.H. (1982), "The behaviour of anchor plates in sand", Geotechnique, 32(1), 25-41.
DOI
ScienceOn
|
34 |
Saeedy, H.S. (1987), "Stability of circular vertical anchors", Can. Geotech. J., 24(3), 452-456.
DOI
ScienceOn
|
35 |
Hanna, T.H., Sparks, R. and Yilmaz, M. (1971), "Anchor behaviour in sand", J. Soil Mech. Found. Div., ASCE, 98(11), 1187-1208.
|
36 |
Hoshiya, M. and Mandal, J.N. (1984), "Some studies of anchor plates in sand", Soil. Found., Japan, 24(1), 9-16.
DOI
|
37 |
Kame, G.S., Dewaikar, D.M. and Choudhury, D. (2012), "Pullout capacity of vertical plate anchors in cohesion-less soil", Geomech. Eng., Int. J., 4(2), 105-120.
DOI
ScienceOn
|
38 |
Kananyan, A.S. (1966), "Experimental investigation of the stability of bases of anchor foundations", Osnovanlya, Fundamenty i mekhanik Gruntov, 4(6), 387-392.
|
39 |
Kuzer, K.M. and Kumar, J. (2009), "Vertical uplift capacity of two interfering horizontal anchors in sand using an upper bound limit analysis", J. Computer Geotechnic., 1(36), 1084-1089.
|
40 |
Kumar, J. and Kouzer, K.M. (2008), "Vertical uplift capacity of horizontal anchors using upper bound limit analysis and finite elements", Can. Geotech. J., 45, 698-704.
DOI
ScienceOn
|
41 |
Mariupolskii, L.G. (1965), "The bearing capacity of anchor foundations", SM and FE, Osnovanlya, Fundamenty i mekhanik Gruntov, 3(1), 14-18.
|
42 |
Merifield, R.S. and Sloan, S.W. (2006), "The ultimate pullout capacity of anchors in frictional soils", Can. Geotech. J., 43(8), 852-868.
DOI
ScienceOn
|
43 |
Meyerhof, G.G. and Adams, J.I. (1968), "The ultimate uplift capacity of foundations", Can. Geotech. J., 5(4), 225-244.
DOI
|
44 |
Mors, H. (1959), "The behaviour of most foundations subjected to tensile forces", Bautechnik, 36(10), 367-378.
|
45 |
Murray, E.J. and Geddes, J.D. (1987), "Uplift of anchor plates in sand", J. Geotech. Eng., ASCE, 113(3), 202-215.
DOI
ScienceOn
|
46 |
Niroumand, H. (2010), "Performance of shred tires and wood particles in earth bricks", Proceedings of the 2nd International Conference on Sustainable Construction Materials and Technologies, Ancona, Italy, June, pp. 1083-1091.
|
47 |
Niroumand, H., Kassim, K.A. and Nazir, R. (2010), "Uplift response of horizontal strip anchor plates in cohesionless soil", Electron. J. Geotech. Eng., 15R, 1967-1975.
|
48 |
Niroumand, H., Nazir, R. and Kassim, K.A. (2012), "The performance of electrochemical remediation technologies in soil mechanics", Int. J. Electrochem. Sci., 7(6), 5708-5715.
|