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      Shear Testing of the Interfacial Friction Between an HDPE Geomembrane and Solid Waste

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          Abstract

          High-density polyethylene (HDPE) geomembrane is often used as an anti-seepage material in domestic and industrial solid waste landfills. To study the interfacial shear strength between the HDPE anti-seepage geomembrane and various solid wastes, we performed direct shear tests on the contact interface between nine types of industrial solid waste or soil (desulfurization gypsum, fly ash, red mud, mercury slag, lead-zinc slag, manganese slag, silica fume, clay and sand) and a geomembrane with a smooth or rough surface in Guizhou Province, China. Friction strength parameters like the interfacial friction angle and the apparent cohesion between the HDPE geomembrane and various solid wastes were measured to analyze the shear strength of the interface between a geomembrane with either a smooth or a rough surface and various solid wastes. The interfacial shear stress between the HDPE geomembrane and the industrial solid waste increased with shear displacement and the slope of the stress-displacement curve decreased gradually. When shear displacement increased to a certain range, the shear stress at the interface remained unchanged. The interfacial shear strength between the geomembrane with a rough surface and the solid waste was higher than for the geomembrane with a smooth surface. Consequentially, the interfacial friction angle for the geomembrane with a rough surface was larger. The geomembrane with a rough surface had a better shear resistance and the shear characteristics fully developed when it was in full contact with the solid waste.

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          Durability of HDPE geomembranes

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            Modeling of soil–woven geotextile interface behavior from direct shear test results

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              Nonlinear Creep Damage Constitutive Model of Concrete Based on Fractional Calculus Theory

              Concrete creep has become one of the major problems that threatens concrete structural development and construction. However, a reasonable and accurate calculation model for numerical analysis is the key to control and solve the creep deformation of concrete. To better describe the concrete nonlinear creep damage evolution rule, the visco-elasticity Plasticity Rheological Theory, Riemann Liouville Theory and Combined Model Theory are quoted, and the Able dashpot is used to reconstruct fractional-order soft-body composite elements to propose the expression of the stress-strain relationship of the elastomer, visco-elasticity plasticity body, and Viscoplasticity body, considering the evolution of the concrete compression damage process. A nonlinear creep damage constitutive model of concrete, based on fractional calculus theory, is conducted, and the parameters of the specific calculation method of the model are given. The influence of stress level σ, fractional order n and material parameter α on the concrete creep process is determined by a sensitivity analysis of the model parameters. The creep process and deformation amount of concrete in practical engineering can be effectively controlled by the results of the proposed sensitivity analysis. The research results can be used to provide guidance and reference for the safe construction of concrete engineering in actual practice.
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                Author and article information

                Journal
                Materials (Basel)
                Materials (Basel)
                materials
                Materials
                MDPI
                1996-1944
                03 April 2020
                April 2020
                : 13
                : 7
                : 1672
                Affiliations
                [1 ]Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China; sk_zlm@ 123456163.com (L.Z.); hhzzde@ 123456163.com (Z.Z.)
                [2 ]Jiangsu Research Center for Geotechnical Engineering Technology, Hohai University Nanjing 210098, China
                [3 ]School of Transportation, Southeast University, Nanjing Hydraulic Research Institute, Nanjing 211102, China; dnyuzp@ 123456163.com
                Author notes
                [* ]Correspondence: zhangcong999@ 123456hhu.edu.cn ; Tel.: +86-1576-422-6835
                Author information
                https://orcid.org/0000-0002-7430-8513
                Article
                materials-13-01672
                10.3390/ma13071672
                7178408
                32260223
                6e6f0756-0797-4fd8-9e17-ca9fd743fe86
                © 2020 by the authors.

                Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license ( http://creativecommons.org/licenses/by/4.0/).

                History
                : 12 February 2020
                : 24 March 2020
                Categories
                Article

                hdpe geomembrane,solid waste,interfacial friction,shear strength,direct shear test

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