Abstract
A computational model of bearing capacity and deformation of soil foundations of energy buildings with vertical elements reinforced under regime cyclic loading was developed. The bearing capacity of reinforced vertical elements compressive force base in flow resistance consists of a triaxial compression in the middle zone and shear resistance in the boundary zones. Deformation of reinforced vertical elements bases is calculated taking into account the joint deformation of various zones by a summation of layers.
Cite
CITATION STYLE
Mirsayapov, I., & Koroleva, I. (2019). Calculation models of bearing capacity and deformation of soil foundations with vertical elements reinforced under regime cyclic loading. In Springer Series in Geomechanics and Geoengineering (Vol. 0, pp. 502–507). Springer Verlag. https://doi.org/10.1007/978-3-319-99670-7_62
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