A computational model is proposed for determining the carrying capacity of subgrade reinforced with vertical elements is proposed. The model is based on the hypothesis that the resistance of the subgrade to indentation by the foundation slab is comprised of the resistance to triaxial compression in the central zone and resistance to shear in the edge zones.
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I. T. Mirsayapov and I. V. Koroleva, "Experimental and theoretical studies of bearing capacity and deformation of reinforced soil foundations under cyclic loading," Proc. Intern. Symp. on Computer Methods and Recent Advances in Geomechanics, Kyoto, Japan, 22-25 September 2014, Balkema, Lieden (2014), pp. 742-747.
I. T. Mirsayapov and I. V. Korolev, "Computational model of prolonged nonlinear deformation of clayey soils in a complex stress state," Izv. KGASU, No. 2(16), 121-128 (2011).
I. T. Mirsayapov and I. V. Korolev, "Deformation particularities of clayey soils under cyclic triaxial compression," Geotekhnika, No. 6, 64-67 (2010).
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 12-17, July-August, 2015.
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Mirsayapov, I.T., Koroleva, I.V. Computational Model of the Carrying Capacity of a Reinforced Foundation with Cyclic Loading. Soil Mech Found Eng 52, 198–205 (2015). https://doi.org/10.1007/s11204-015-9328-6
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DOI: https://doi.org/10.1007/s11204-015-9328-6