1. Stuart, J.G. Interference between foundations, with special reference to surface footings in sand", G_eotechnique, 12(1), pp. 15{22 (1962). 1174 S. Salamatpoor et al./Scientia Iranica, Transactions A: Civil Engineering 27 (2020) 1162{1175 2. Ghazavi, M. and Alimardani Lavasan, A. Interference e_ect of shallow foundations constructed on sand reinforced with geosynthetics", Geotextiles and Geomembranes, 26, pp. 404{415 (2008). 3. Kouzer, K.M. and Kumar, J. Ultimate bearing capacity of a footing considering the interference of an existing footing on sand", Geotechnical and Geological Engineering, 28, pp. 457{470 (2010). 4. Ghazavi, M. and Alimardani Lavasan, A. Behavior of closely spaced square and circular footings on reinforced sand", Soils and Foundations, 52(1), pp. 160{167 (2012). 5. Srinivasan, V. and Ghosh, P. Experimental investigation on interaction problem of two nearby circular footings on layered cohesionless soil", Geomechanics and Geoengineering, 8(2), pp. 97{106 (2013). 6. Noorzad, R. and Manavirad, E. Bearing capacity of two close strip footing on soft clay with geotextile", Arabian Journal of Geoscience, 7(2), pp. 623{639 (2014). 7. Ghosh, P., Basudhar, P.K., Srinivasan, V., and Kunal, K. Experimental studies on interference of two angular footings resting on surface of two layer cohesionless soil deposit", International Journal of Geotechnical Engineering, 9(4), pp. 422{433 (2015). 8. Nainegali, L., Basudhar, P.K., and Ghosh, P. Interference of two asymmetric closely spaced strip footings resting on nonhomogeneous and linearly elastic soil bed", International Journal of Geomechanics, 13(6), pp. 840{851 (2013). 9. Salamatpoor, S., Jafarian, Y., and Hajiannia, A. Bearing capacity and uneven settlement of consecutively-constructed adjacent footings rested on saturated sand using model tests", International Journal of Civil Engineering, 17, pp. 737{749 (2019). DOI: 10.1007/s40999-018-0295-y 10. ASTM D422, Standard Test Method for Particle-Size Analysis of Soils, ASTM International, West Conshohocken, PA (2003). 11. Jafarian, Y., Ghorbani, A., Salamatpoor S., and Salamatpoor, S. Monotonic triaxial experiments to evaluate steady-state and liquefaction susceptibility of Babolsar sand", Journal of Zhejiang University Science-A, 14(10), pp. 739{750 (2013). 12. Jafarian, Y., Mehrzad, B., Lee, C.J., and Haddad, A.H. Centrifuge modeling of seismic foundationsoil- foundation interaction on lique_able sand", Soil Dynamics and Earthquake Engineering, 97, pp. 184{204 (2017). 13. Salamatpoor, S. and Salamatpoor, S. Evaluation of Babolsar sand behaviour by using static triaxial tests and comparison with case history", Open Journal of Civil Engineering, 4(3), pp. 181{197 (2014). 14. ASTM C150/C150M-17 Standard speci_cation for Portland cement", ASTM International, West Conshohocken, PA (2017). 15. Salamatpoor, S., Jafarian, Y., and Hajiannia, A. Improvement of shallow foundations rested on saturated loose sand by zeolite-cement mixture: a laboratory study", Scientia Iranica, A, 25(4), pp. 2063{2076 (2018). DOI: 10.24200/SCI.2018.50153.1567 16. ASTM D1194-72, Standard Test Method for Bearing Capacity of Soil for Static Load and Spread Footings, ASTM International, West Conshohocken, PA (1987). 17. Wood, D.M., Geotechnical Modeling, E. & F.N. Spon press, London (2004). 18. Jafarian. Y., Haddad, A., and Mehrzad, B. Loadsettlement mechanism of shallow foundations rested on saturated sand with upward seepage", International Journal of Geomechanics, 17(3), pp. 1{14 (2016). 19. Vargas-Monge, W. Ring shear tests on large deformation of sand", Ph.D Thesis, University of Tokyo (1998). 20. Bishop, A.W., Green, G.E., Garga, V.K., Andresen, A., and Brown, J.D. A new ring shear apparatus and its application to the measurement of residual strength", G_eotechnique, 21(4), pp. 273{328 (1971). 21. Iai, S. Similitude for shaking table tests on soilstructure- uid model in 1g gravitational _eld", Soils and Foundations, 29(1), pp. 105{118 (1989). 22. Towhata, I., Earthquake Geotechnical Engineering, Springer, Berlin (2007). 23. Otsubo, M., Towhata, I., Hayashida, T., Liu, B., and Goto, S. Shaking table tests on liquefaction mitigation of embedded lifelines by back_ll with recycled materials", Soils and Foundations, 56(3), pp. 365{378 (2016). 24. Vesic, A.S. Analysis of ultimate loads of shallow foundations", Journal of the Soil Mechanics and Foundations Division, 99(1), pp. 45{73 (1973). 25. Skempton, A.W. and MacDonald, D.H. The allowable settlement of building", In Proceeding in Institute of Civil Engineering, 5, pp. 727{768 (1956).
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