Implementation of an Advanced Constitutive Models for Fine-Grained Soils

被引:0
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作者
Djamel Eddine Bouri
Abdelkader Brahimi
Fatima Zohra Belhassena
Abdallah Krim
Ahmed Arab
Jan Najser
David Mašín
机构
[1] Ecole Nationale Supérieure d’Hydraulique de Blida,Smart Structures Laboratory
[2] GEE,Laboratory of Materials Sciences and Environment
[3] University Center of Ain Témouchent,Institute of Science and Technology, Department of Science and Technology Mila
[4] Hassiba Ben Bouali University of Chlef,School of Civil Engineering
[5] University Center Abdelhafid Boussouf Mila,Faculty of Science
[6] Harbin Institute of Technology,undefined
[7] Ibn Khaldoun University of Tiaret,undefined
[8] Charles University,undefined
关键词
Fine content; Hypoplastic; Model; Sand; Void ratio;
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摘要
This article presents the effect of silt proportion on the hypoplastic parameters (exponent n, granular hardness hs, exponent α, and exponent β) used for numerical simulation, calculation of emax, and transitional fines content (Fct). Fifteen oedometer tests were carried out at various relative densities (RD = 30, 65, and 80%) to evaluate their effect on the compressibility parameters such as compression index Cc, secant oedometer modulus Esecant, and pre-consolidation pressure σ′p. Additionally, ten monotonic undrained triaxial tests were conducted at RD = 65% and RD = 80% to determine the value of the α parameter used in numerical simulation. The results obtained indicate that that the void ratio decreases with the increasing proportion of fine fraction up to 30% and further decreases with an additional increase of fines up to 40% for the three cases of relative densities (RD = 30, 65 and 80%). Additionally, it is shown from our results that the hypoplastic model is able to simulate soil behavior under undrained and oeodometer conditions. It was found that an increase in the α parameter leads to an increase in the dilatancy of the curves observed in the triaxial test. On the other hand, the parameters α and β seem to have no effect on the compressibility curves, and it was necessary to rely on their physical parameters. The transitional fines content (Fct)FCt\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$${\mathrm{FC}}_{\mathrm{t}}$$\end{document}FCt\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$${\mathrm{FC}}_{\mathrm{t}}$$\end{document} depends on the stress level and maximum void ratio, which are calculated from the parameters of the hypoplastic model (eio, hs, ps, n).
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页码:3403 / 3425
页数:22
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