بررسی عددی توان باربری پی‌های نواری هم‌جوار واقع بر ماسه

ملکی م، توکلی س، "تحلیل عددی برای پیش‏بینی نشست پی‌های سطحی بر‏اساس نتایج آزمایش بارگذاری صفحه در خاک ماسه‌ای"، نشریه‌ مهندسی عمران و محیط زیست دانشگاه تبریز، 1391، 42 (2)، 67-75.

Alimardani Lavasan A, Ghazavi M, “Behavior of closely spaced square and circular footings on reinforced sand”, Soils and Foundations, 2012, 52 (1), 60-167.

Alimardani Lavasan A, Ghazavi M, “Failure mechanism and soil deformation pattern of soil beneath interfering square footings”, Numerical Methods in Civil Engineering, 2014, 1 (2), 48-56.

Brinch Hansen J, “A revised and extended formula for bearing capacity”, Danish Geotechnical Institute Bulletin, 1970, 28, 5-11.

Das BM, Larbi-Cherif S, “Bearing Capacity of Two Closely-Spaced Shallow Foundations on Sand”. Soils and Foundations, 1983, 23 (1), 1-7.

Graham J, Raymond GP, Suppiah A, “Bearing capacity of three closely-spaced footings on sand”, Geotechnique, 1984, 34 (2), 173-182.

Griffiths DV, Fenton GA, Manoharan N, “Undrained Bearing Capacity of Two-Strip Footings on Spatially Random Soil”, International Journal of Geomechanics, ASCE, 2006, 6 (6), 421-425.

Jahanandish M, Habibagahi G, Veiskarami M, “Bearing capacity factor, N_γ, for unsaturated soils by zel method”, Acta Geotechnica, Springer, 2010, 5 (3), 177-188.

Jahanandish M, Veiskarami M, Ghahramani A, “Effect of stress level on the bearing capacity factor, n_γ, by zel method”, KSCE Journal of Civil Engineering, Springer, 2010, 14 (5), 709-723.

Kumar J, “Seismic vertical uplift capacity of strip anchors”, Geotechnique, 2001, 51 (3), 275-279.

Kumar J, “The variation of n_γ with footing roughness using the method of characteristics”, International Journal for Numerical and Analytical Methods in Geomechanics, 2009, 33 (2), 275-284.

Kumar J, Bhoi MK, “Interference of multiple strip footings on sand using small scale model tests”, Geotechnical Geological Engineering, Springer, 2008, 26 (4), 469-477.

Kumar J, Ghosh P, “Bearing Capacity Factor N_γ for Ring Footings Using the Method of Characteristics”, Canadian Geotechnical Journal, 2005, 42 (5), 1474-1484.

Kumar J, Ghosh P, “Ultimate bearing capacity of two interfering rough strip footings”, International Journal of Geomechanics, ASCE: 2007, 7 (1), 53-62.

Kumar J, Kouzer KM, “Effect of footing roughness on bearing capacity factor N_γ”, Journal of Geotechnical and Geoenvironmental Engineering. ASCE, 2007, 133 (5), 502-511.

Lee J, Eun J, “Estimation of bearing capacity for multiple footings in sand”, Computer and Geotechnics, 2009, 36 (6), 1000-1008.

Meyerhof GG, “Some Recent Research on the Bearing Capacity of Foundations”, Canadian Geotechnical Journal, 1963, 1, 16-26.

Michalowski RL, “An Estimate of the Influence of the Soil Weight on the Bearing Capacity Using Limit Analysis”, Soils and Foundations, 1997, 37 (4), 57-64.

Naderi E, Hataf N, “Model Testing and Numerical Investigation of Interference Effect of Closely Spaced Ring and Circular Footings on Reinforced Sand”. Geotextiles and Geomembranes, 2014, 42 (3), 191-200.

Prandtl L, “Über die Härte Plastischer Körper, Nachr. Ges”, Wissensch, Göttingen, Math-Phys, Klasse, 1920, 74-85.

Selvadurai APS, Rabbaa SAA, “Some Experimental Studies Concerning the Contact Stresses Beneath Interfering Rigid Strip Foundations Resting on a Granular Stratum”, Canadian Geotechnical Journal, 1983, 20 (3), 406-415.

Stuart JG, “Interference between foundations, with special reference to surface footings in sand”, Geotechnique, 1962, 12 (1), 15-22.

Terzaghi K, “Theoretical Soil Mechanics”, John-Wiley and Sons, 1943, 510 pp.

Veiskarami M, Doostdar M, “Bearing capacity of non-associative coaxial granular materials by upper bound limit analysis and finite elements”, Geomechanics and Geoengineering: An International Journal (Article in Press, DOI: 2016, 10.1080/17486025.2016.1189600).

Veiskarami M, Kumar J, Valikhah F, “Effect of the Flow Rule on the Bearing Capacity of Strip Foundations on Sand by the Upper-Bound Limit Analysis and Slip Lines”, International Journal of Geomechanics, ASCE, 2014, 14 (3), 1-11.

Yin J-H, Wang YJ, Selvadurai APS, “Influence of Nonassociativity on the Bearing Capacity of a Strip Footing”, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2001, 127 (11), 985-989.