Abstract
A method is presented for determination of the coefficients that take into account the increase in angle of internal friction and specific cohesion of silty-clayey soils in predicting variation in the bearing capacity of beds after the long-term effect of the consolidating service-induced loads.
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References
A. I. Polishchuk, “Assignment of computed resistance of bed soil in designing foundations of reconstructed buildings,” Osn., Fundam. Mekh. Gruntov, No. 3, 6–10 (2000).
A. I. Polishchuk, Fundamentals of the Design and Installation of Foundations for Reconstructed Buildings [in Russian], Tomsk (2004).
D. M. Shapiro, “Practical method of bed and earth-structure analyses,” Osn., Fundam. Mekh. Gruntov, No. 5, 19–21 (1985).
D. M. Shapiro and R. N. Guzeev, Elastoplastic finite-element analysis of a geotechnical system, Mathematical Modeling in Continuum Mechanics Based on Methods of Boundary and Finite Elements: Papers Presented at the Seventeenth International Conference [in Russian], Saint Petersburg (1999), pp. 297–300.
R. N. Guzeev, Elastoplastic finite-element analysis for the design and investigation of geotechnical entities, Modern Methods of Static and Dynamic Analysis of Buildings and Structures: Collection of Scientific Papers [in Russian], Voronezh (2000), pp. 84–91.
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Translated From Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, Pp. 18–21, March–April, 2007.
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Shapiro, D.M., Mel’nichuk, N.N. Elastoplastic finite-element analysis of the bearing capacity of beds of reconstructed entities. Soil Mech Found Eng 44, 62–66 (2007). https://doi.org/10.1007/s11204-007-0011-4
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DOI: https://doi.org/10.1007/s11204-007-0011-4