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2021 | OriginalPaper | Buchkapitel

Compression Model of Crushable Granular Materials Considering Particle Size Effect

verfasst von : Tianliang Zheng, Erxiang Song

Erschienen in: Challenges and Innovations in Geomechanics

Verlag: Springer International Publishing

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Abstract

Hydrostatic and one-dimensional compression behavior of granular material are closely related to particle breakage. Tangent constrained modulus may decrease with loading because of the significant crushing of particles. However few compression models could represent this behavior. The traditional semilog linear compression model only shows increasing modulus. In this article, an elasto-plastic compression model is proposed. The plastic strain is divided into plastic hardening strain and plastic breakage strain, the former is due to particle packing, interparticle slip, and rotation, while the latter is due to breakage of asperities and whole-particle fracture. Plastic breakage strain is linked with particle characteristic strength following a power-law particle size effect. The model is verified by experimental results from the literature.

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Literatur
Zurück zum Zitat Bauer, E.: Calibration of a comprehensive hypoplastic model for granular materials. Soils Found. 1(36), 13–26 (1996)CrossRef Bauer, E.: Calibration of a comprehensive hypoplastic model for granular materials. Soils Found. 1(36), 13–26 (1996)CrossRef
Zurück zum Zitat Been, K., Jefferies, M.G.: A state parameter for sands. Geotechnique 35(2), 99–112 (1985)CrossRef Been, K., Jefferies, M.G.: A state parameter for sands. Geotechnique 35(2), 99–112 (1985)CrossRef
Zurück zum Zitat Chuhan, F.A., Kjeldstad, A., Bjørlykke, K., Høeg, K.: Experimental compression of loose sands: relevance to porosity reduction during burial in sedimentary basins. Can. Geotech. J. 40(5), 995–1011 (2003)CrossRef Chuhan, F.A., Kjeldstad, A., Bjørlykke, K., Høeg, K.: Experimental compression of loose sands: relevance to porosity reduction during burial in sedimentary basins. Can. Geotech. J. 40(5), 995–1011 (2003)CrossRef
Zurück zum Zitat Gudehus, G.: A comprehensive constitutive equation for granular materials. Soils Found. 1(36), 1–12 (1996)CrossRef Gudehus, G.: A comprehensive constitutive equation for granular materials. Soils Found. 1(36), 1–12 (1996)CrossRef
Zurück zum Zitat Lee, D.: The Angles of Friction of Granular Fills. Ph.D. Thesis, University of Cambridge (1992) Lee, D.: The Angles of Friction of Granular Fills. Ph.D. Thesis, University of Cambridge (1992)
Zurück zum Zitat Mcdowell, G.R., Bolton, M.D., Robertson, D.: The fractal crushing of granular materials. J. Mech. Phys. Solids 44(12), 2079–2102 (1996) Mcdowell, G.R., Bolton, M.D., Robertson, D.: The fractal crushing of granular materials. J. Mech. Phys. Solids 44(12), 2079–2102 (1996)
Zurück zum Zitat Mesri, G., Vardhanabhuti, B.: Compression of granular materials. Can. Geotech. J. 46(4), 369–392 (2009)CrossRef Mesri, G., Vardhanabhuti, B.: Compression of granular materials. Can. Geotech. J. 46(4), 369–392 (2009)CrossRef
Zurück zum Zitat Nakata, A., Hyde, M., Hyodo, H., Murata, : A probabilistic approach to sand particle crushing in the triaxial test. Geotechnique 49(5), 567–583 (1999)CrossRef Nakata, A., Hyde, M., Hyodo, H., Murata, : A probabilistic approach to sand particle crushing in the triaxial test. Geotechnique 49(5), 567–583 (1999)CrossRef
Zurück zum Zitat Pestana, J.M., Whittle, A.J.: Compression model for cohesionless soils. Geotechnique 1(45), 611–631 (1995)CrossRef Pestana, J.M., Whittle, A.J.: Compression model for cohesionless soils. Geotechnique 1(45), 611–631 (1995)CrossRef
Zurück zum Zitat Schanz, T., Vermeer, P.A., Bonnier, P.G.: The hardening soil model: formulation and verification. Beyond 2000 Comput. Geotech. 281–296 (1999) Schanz, T., Vermeer, P.A., Bonnier, P.G.: The hardening soil model: formulation and verification. Beyond 2000 Comput. Geotech. 281–296 (1999)
Zurück zum Zitat Sheng, D., Yao, Y., Carter, J.P.: A volume-stress model for sands under isotropic and critical stress states. Can. Geotech. J. 45(11), 1639–1645 (2008)CrossRef Sheng, D., Yao, Y., Carter, J.P.: A volume-stress model for sands under isotropic and critical stress states. Can. Geotech. J. 45(11), 1639–1645 (2008)CrossRef
Zurück zum Zitat Yao, Y.P., Sun, D.A., Luo, T.: A critical state model for sands dependent on stress and density. Int. J. Numer. Anal. Methods Geomech. 28(4), 323–337 (2004)CrossRef Yao, Y.P., Sun, D.A., Luo, T.: A critical state model for sands dependent on stress and density. Int. J. Numer. Anal. Methods Geomech. 28(4), 323–337 (2004)CrossRef
Zurück zum Zitat Zheng, T., Song, E.: A micro-macromechanical compression model of crushing in granular materials based on a probabilistic approach and energy aspects. Int. J. Numer. Anal. Methods Geomech. [Under Review] (2019) Zheng, T., Song, E.: A micro-macromechanical compression model of crushing in granular materials based on a probabilistic approach and energy aspects. Int. J. Numer. Anal. Methods Geomech. [Under Review] (2019)
Metadaten
Titel
Compression Model of Crushable Granular Materials Considering Particle Size Effect
verfasst von
Tianliang Zheng
Erxiang Song
Copyright-Jahr
2021
DOI
https://doi.org/10.1007/978-3-030-64514-4_59