Measurement and Calibration of the Parameters of Hypoplasticity Model for an Iraqi Soil

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Abstract:

There are many constitutive models that have been used to model the mechanical behavior of soils. Some of these models are either unable to represent important features such as the strain softening of dense sand or required many parameters that can be hard to obtain by standard laboratory tests. Because of that, a more reliable constitutive model, which is capable to capture the main features of the soil behavior with easily obtained parameters, is required. The Hypoplasticity model is considered as a promising constitutive model in this respect. It is considered as a particular class of rate non-linear constitutive model at which the stress increment is expressed in a tensorial equation as a function of strain increment, actual stress, and void ratio. The hypoplastic model required only eight material parameters (critical friction angle critical, maximum and minimum void ratio respectively), granular stiffness hs and the model constants n, α, β). The appealing feature of the hypoplastic model is that the material parameters are separated from the state variables (void ratio and the initial stresses). This feature enables the model to simulate the soil behavior under a wide range of stresses and densities with the same set of material parameters. In this research, a brief description of the Hypoplasticity model is presented. Detailed discussions regarding the measurement and calibration of the model parameters of an Iraqi soil are then exposed. It is concluded that only Consolidated Drained (CD) triaxial test, oedometer test, and the well-known limit density tests are needed to get all the parameters of the hypoplasticity model.

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243-252

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August 2020

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© 2020 Trans Tech Publications Ltd. All Rights Reserved

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[1] S. A. Tan, J. Sun, K. S. Ng, Numerical simulation of strain softening behavior at pile-soil interface, Numerical method in geotechnical engineering. (2014).

DOI: 10.1201/b17017-54

Google Scholar

[2] A.S. Charta, G.R. Dadagoudar, Numerical simulation of hypoplastic constitutive model for sand, Indian Geotechnical Conference. (2010).

Google Scholar

[3] E. Bauer, Calibration of a comprehensive hypoplastic model for granular materials, Soils and foundations, Japanese Geotechnical Society. 36 (1996).

DOI: 10.3208/sandf.36.13

Google Scholar

[4] I. Herle, G. Gudehus, Determination of parameters of hypoplastic constitutive model from prosperities of grain assemblies, Mechanics of cohesive-frictional materials. (1998).

DOI: 10.1002/(sici)1099-1484(199909)4:5<461::aid-cfm71>3.0.co;2-p

Google Scholar

[5] American society of testing and materials (ASTM), Standard test method for classification of soils for engineering purposes (Unified Soil Classification System), ASTM D2487-06, West Conshohocken, Pennsylvania, USA. (2006).

Google Scholar

[6] American society of testing and materials (ASTM), Standard test method for Direct Shear test of soils under consolidated drained conditions, ASTM D3040-04, West Conshohocken, Pennsylvania, USA. (2006).

DOI: 10.1520/d3080_d3080m

Google Scholar

[7] T. Kadlicek, T. Janda, M. Sejnoha, Calibration of hypoplastic models for soils, 21st International conference engineering mechanics. 82 (2015).

Google Scholar

[8] D. Masin, Hypoplasticity for practical application, Part 4: Determination of material parameters, Ph.D. Course on Hypoplasticity, Zhejiang University. (2005).

Google Scholar

[9] K. E. Anaraki, Hypoplasticity investigated parameter determination and numerical simulation, MSc. Thesis, Delft University of Technology, Netherland. (2008).

Google Scholar

[10] R. Suchomel, D. Masin, Calibration of soil constitutive model for use in probabilistic numerical analysis. (2009).

Google Scholar

[11] American society of testing and materials (ASTM), Standard test method for consolidated drained Triaxial compression test for soils, ASTM D2435 (2006), West Conshohocken, Pennsylvania, USA. (2006).

DOI: 10.1520/d7181-20

Google Scholar

[12] O.F. Al-Damluji, Y.J. Al-Shakrach, M.Y. Fattah, Modelling of strain-controlled behaviour of sand by finite element method, Engineerig and technology journal. 23 (2004).

Google Scholar

[13] S. Helwany, Applied soil mechanics with ABAQUS applications, John Wiley and Sons, New Jerey, 2007, pp.190-195.

Google Scholar

[14] Information on https://soilmodels.com.

Google Scholar