1 |
ASTM D 2435-96 (1998), Standard test method for one-dimensional consolidation properties of soils; Annual Book of ASTM standards (Volume 04.08), Soil and Rock (I), Standard, PA, USA, pp.207-216.
|
2 |
Brinkgreve, R.B.J. and Vermeer, P.A. (1998), Finite Element Code for Soil and Rock Analyses, A.A. Balkema, Rotterdam, Netherlands.
|
3 |
Das, B.M. (1978), "Model tests for uplift capacity of foundations in clay", Soil. Found., 18(2), 17-24.
DOI
|
4 |
Das, B.M. (1980), "A procedure for estimation of ultimate uplift capacity of foundations in clay", Soil. Found., 20(1), 77-82.
DOI
|
5 |
Demir, A., Laman, M., Yildiz, A. and Ornek, M. (2013), "Large scale field tests on geogrid-reinforced granular fill underlain by clay soil", 38, 1-15.
DOI
|
6 |
Dickin, E.A. and Nazir, R. (1999), "Moment carrying capacity of short pile foundations in cohesionless soil", J. Geotech. Geoenviron. Eng., ASCE, 125(1), 1-10.
DOI
ScienceOn
|
7 |
Ghaly, A., Hanna, A. and Hanna, M. (1991), "Uplift behavior of screw anchors in sand", J. Geotech. Eng. Div. ASCE, 117(5), 773-793.
DOI
|
8 |
Hoyt, R.M. and Clemence, S.P. (1991), "Uplift capacity of helical anchors in soil", Proceedings 12th International Conference on Soil Mechanics and Foundation Engineering [Comptes Rendus du Congres International de Mecanique des Sols et des Travaux de Fondations], Volume 2, A.A. Balkema Publishers, Rotterdam, Netherlands, pp. 1019-1022.
|
9 |
Kaya, N. and Ornek, M. (2013), "Experimental and numerical studies of t-shaped footings", Acta Geotechnica Slovenica, 1, 43-58.
|
10 |
Laman, M. and Yildiz, A. (2007), "Numerical studies of ring foundations on geogrid-reinforced sand", Geosynth. Int., 14(2), 1-13.
DOI
|
11 |
Lutenegger, A.J., Smith, B.L. and Kabir, M.G. (1988), "Use of in situ tests to predict uplift performance of multi helix anchors", (GSP 16), Special topics in foundations ASCE, New York, NY, USA, pp. 93-110.
|
12 |
Merifield, R.S. (2011), "Ultimate uplift capacity of multiplate helical type anchors in clay", J. Geotech. Geoenviron. Eng., 137(7), 704-716.
DOI
ScienceOn
|
13 |
Merifield, R.S., Lyamin, A.V., Sloan, S.W. and Yu, H.S. (2003), "Three-dimensional lower bound solutions for stability of plate anchors in clay", J. Geotech. Geoenviron Eng., ASCE, 129(3), 243-253.
DOI
ScienceOn
|
14 |
Meyerhof, G.G. (1973). "Uplift resistance of inclined anchors and piles", Proceedings of the 8th International Conference on Soil Mechanics and Foundation Engineering [Comptes Rendus du Congres International de Mecanique des Sols et des Travaux de Fondations], Vol. 2:1, A.A. Balkema Publishers, Rotterdam, Netherlands, pp. 167-172.
|
15 |
Meyerhof, G.G. and Adams, J.I. (1968), "The ultimate uplift capacity of foundations", Can. Geotech. J., 5(4), 225-244.
DOI
|
16 |
Narasimha Rao, S., Prasad, Y.V.S.N. and Veeresh, C. (1993), "Behavior of embedded model screw anchors in soft clays" Geotechnique, 43(4), 605-614.
DOI
|
17 |
Mitsch, M.P. and Clemence, S.P. (1985), "Uplift capacity of helix anchors in sand", In: Uplift Behavior Anchor Foundations in Soil, ASCE, pp. 26-47.
|
18 |
Mooney, J.S., Adamczak, S.J. and Clemence, S.P. (1985), "Uplift capacity of helix anchors in clay and silt", In: Uplift Behavior of Anchor Foundations in Soil, ASCE, pp. 48-72.
|
19 |
Narasimha Rao, S., Prasad, Y.V.S.N. and Shetty, M.D. (1991), "The behavior of model screw piles in cohesive soils", Soil. Found., 31(2), 35-50.
DOI
|
20 |
Singh, S.P. and Ramaswamy, S.V. (2008), "Contribution of suction force to undrained breakout capacity of plate anchors", International Association for Computer Methods and Advances in Geomechanics, Goa, India, October, pp. 3166-3173.
|
21 |
Vesic, A.S. (1971), "Breakout resistance of objects embedded in ocean bottom", J. Soil Mech. Found. Div., ASCE, 97(9), 1183-1205.
|
22 |
Weikart, A.M. and Clemence, S.P. (1987), "Helix anchor foundations two case histories", (GSP 8), Foundations for Transmission Line Towers ASCE, New York, pp. 72-80.
|