Precision of the Creep Coefficient and Secondary Consolidation of Water-Saturated Viscous Soil
- 6 Downloads
Patterns of soil consolidation with significant filtration and viscous resistance to volumetric deformation are considered. Joint models were characterized, issues identified and practical calculations of the consolidation of water-saturated boggy soils were presented. The conceptual contradictions for the viscous-elastic-plastic model were analyzed using the Bingham nonlinear water-saturated body model of the KONSO program and the Plaxis Soft soil creep model. The method of the correct determination of creep and nonlinear viscosity parameters during the compression-consolidation testing was presented.
Unable to display preview. Download preview PDF.
- 1.S. G. Bezvolev, "Actualized Procedure for the Engineering Analysis of Primary and Secondary Consolidations of Water-Saturated Soils," Osn. Fundam. Mech. Gruntov, No. 1, 2-8 (2018).Google Scholar
- 2.S. G. Bezvolev, "Actualization of the method of nonlinear calculation of consolidation of water-saturated boggy soils," Geotekhnika, No. 6, 46-57 (2017).Google Scholar
- 3.S. G. Bezvolev, "Methods and practice of research and calculation of the consolidation of slowly deformable soil bases. Part 2. Estimated consolidation model of a water-saturated viscous-elastic-plastic soil," Mekhanizats. Stroitelstv., 78, No. 4, 36-41 (2017).Google Scholar
- 4.PLAXIS 2D, Abingdon: Balkema, http://www.plaxis.nl.
- 5.S. G. Bezvolev, Non-Linear Calculation of One-Dimensional Consolidation of Water-Saturated Boggy Soil [in Russian], NIIOSP, Moscow (1990).Google Scholar
- 7.S. Leroueil, "The isotache approach. Where are we 50 years after its development by Prof. Suklje," Proc. of the XIII-th Danube-European conference on geotechnical engineering, Lyublyana. Special and keynote lectures, 1, 55-88 (2006).Google Scholar
- 8.P. A. Konovalov, V. G. Fedorovsky, and S. G. Bezvolev, "Non-linear model of one-dimensional consolidation of water-saturated boggy soil," Geotekhnika Povolzhya-4: Tez. doc. nauch.-tekhn. konf., Saratov (1989) Part 1: Inzhenernaya Geologiya. Mekhanika gruntov, 41-44.Google Scholar
- 10.G. Mesri, A. Roksar, "Theory of consolidation of consolidation for clays," Proc. ASCE, 100, No. GT8, 899-904 (1974).Google Scholar
- 12.P. A. Konovalov, V. G. Goncharov, Yu. N. Platonov, and F. F. Zekhniev, "Results of investigations of the process of consolidation of drained multilayered peaty bases," Osn. Fundam. Mech. Gruntov, No. 5, 18-23 (1993).Google Scholar
- 13.O. A. Shulyatiev, O. N. Isaev, D. V. Nayatov, and R. F. Sharafutdinov, "Forecast of development of deformations of the base of a multifaceted residential complex," Geotekhnika, No. 2, 38-49 (2017).Google Scholar
- 14.S. G. Bezvolev, "Methods and practice of research and calculation of the consolidation of slowly deformable soil bases. Part 1. Actualization of research, concepts and test methods," Mekhanizats. Stroitelstv., 78, No. 3, 49-56 (2017).Google Scholar
- 15.S. G. Bezvolev, "A comprehensive method for determining the parameters of engineering calculation of the consolidation of water-saturated boggy soils," Inzhener. Geolog., No. 4/5, 64-72 (2018).Google Scholar
- 16.Kh. K. Khristov, "A rational method for the mathematical description of monotone, asymptotically exhaustive processes and its application in soil mechanics," IV Rossiiskaya Konferenciya po nelineinoy mekhanike gruntov, St. Petersburg, 7 (1993).Google Scholar
- 17.GOST 20522-2012 Methods of statistical processing of test results.Google Scholar
- 18.E. V. Ovechkina, and S. V. Porshnev, "Development of methods for optimal approximation of empirical dependencies/NTI USTU-UPI," http://www.studfiles.net/preview/5830097.