A micromechanical model for structured soils based on the concept of binary medium model

Ruimin Yang; Guizhong Xu; Zhenning Zhang; Junjun Ni

doi:10.1061/9780784412435.005

A micromechanical model for structured soils based on the concept of binary medium model

Ruimin Yang^*, Guizhong Xu, Zhenning Zhang, Junjun Ni

^*Corresponding author for this work

Research output: Chapter in Book/Conference Proceeding/Report › Conference Paper published in a book › peer-review

1 Citation (Scopus)

Abstract

The concept of linary-medium model based on quasi-continuous medium was proposed by Shen Zhujiang who conceptualized geological materials as binary structural bodies consisting of bonding elements and frictional elements. From the viewpoint of mesomechanics, the elastoplastic constitutive of binary medium for soils is derived by Eshelby eigenstrain self-consistent method considering compatibility of strain and continuity of stress between bonding elements and frictional elements. The constitutive model we give can reflect the influence on mechanics performances of structural soils caused by shape of bonding elements (frictional elements), breakage law, stress history, and state of stress, etc.

Original language	English
Title of host publication	Civil Engineering and Urban Planning 2012 - Proceedings of the 2012 International Conference on Civil Engineering and Urban Planning
Pages	22-25
Number of pages	4
DOIs	https://doi.org/10.1061/9780784412435.005
Publication status	Published - 2012
Externally published	Yes
Event	2012 International Conference on Civil Engineering and Urban Planning, CEUP - Yantai, China Duration: 18 Aug 2012 → 20 Aug 2012

Publication series

Name	Civil Engineering and Urban Planning 2012 - Proceedings of the 2012 International Conference on Civil Engineering and Urban Planning

Conference

Conference	2012 International Conference on Civil Engineering and Urban Planning, CEUP
Country/Territory	China
City	Yantai
Period	18/08/12 → 20/08/12

Keywords

Eigenstrain self-consistent method
Elastoplastic constitutive
Linary medium model

Access to Document

10.1061/9780784412435.005

Cite this

Yang, R., Xu, G., Zhang, Z., & Ni, J. (2012). A micromechanical model for structured soils based on the concept of binary medium model. In Civil Engineering and Urban Planning 2012 - Proceedings of the 2012 International Conference on Civil Engineering and Urban Planning (pp. 22-25). (Civil Engineering and Urban Planning 2012 - Proceedings of the 2012 International Conference on Civil Engineering and Urban Planning). https://doi.org/10.1061/9780784412435.005

Yang, Ruimin ; Xu, Guizhong ; Zhang, Zhenning et al. / A micromechanical model for structured soils based on the concept of binary medium model. Civil Engineering and Urban Planning 2012 - Proceedings of the 2012 International Conference on Civil Engineering and Urban Planning. 2012. pp. 22-25 (Civil Engineering and Urban Planning 2012 - Proceedings of the 2012 International Conference on Civil Engineering and Urban Planning).

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title = "A micromechanical model for structured soils based on the concept of binary medium model",

abstract = "The concept of linary-medium model based on quasi-continuous medium was proposed by Shen Zhujiang who conceptualized geological materials as binary structural bodies consisting of bonding elements and frictional elements. From the viewpoint of mesomechanics, the elastoplastic constitutive of binary medium for soils is derived by Eshelby eigenstrain self-consistent method considering compatibility of strain and continuity of stress between bonding elements and frictional elements. The constitutive model we give can reflect the influence on mechanics performances of structural soils caused by shape of bonding elements (frictional elements), breakage law, stress history, and state of stress, etc.",

keywords = "Eigenstrain self-consistent method, Elastoplastic constitutive, Linary medium model",

author = "Ruimin Yang and Guizhong Xu and Zhenning Zhang and Junjun Ni",

year = "2012",

doi = "10.1061/9780784412435.005",

language = "English",

isbn = "9780784412435",

series = "Civil Engineering and Urban Planning 2012 - Proceedings of the 2012 International Conference on Civil Engineering and Urban Planning",

pages = "22--25",

booktitle = "Civil Engineering and Urban Planning 2012 - Proceedings of the 2012 International Conference on Civil Engineering and Urban Planning",

note = "2012 International Conference on Civil Engineering and Urban Planning, CEUP ; Conference date: 18-08-2012 Through 20-08-2012",

}

Yang, R, Xu, G, Zhang, Z & Ni, J 2012, A micromechanical model for structured soils based on the concept of binary medium model. in Civil Engineering and Urban Planning 2012 - Proceedings of the 2012 International Conference on Civil Engineering and Urban Planning. Civil Engineering and Urban Planning 2012 - Proceedings of the 2012 International Conference on Civil Engineering and Urban Planning, pp. 22-25, 2012 International Conference on Civil Engineering and Urban Planning, CEUP, Yantai, China, 18/08/12. https://doi.org/10.1061/9780784412435.005

A micromechanical model for structured soils based on the concept of binary medium model. / Yang, Ruimin; Xu, Guizhong; Zhang, Zhenning et al.
Civil Engineering and Urban Planning 2012 - Proceedings of the 2012 International Conference on Civil Engineering and Urban Planning. 2012. p. 22-25 (Civil Engineering and Urban Planning 2012 - Proceedings of the 2012 International Conference on Civil Engineering and Urban Planning).

Research output: Chapter in Book/Conference Proceeding/Report › Conference Paper published in a book › peer-review

TY - GEN

T1 - A micromechanical model for structured soils based on the concept of binary medium model

AU - Yang, Ruimin

AU - Xu, Guizhong

AU - Zhang, Zhenning

AU - Ni, Junjun

PY - 2012

Y1 - 2012

N2 - The concept of linary-medium model based on quasi-continuous medium was proposed by Shen Zhujiang who conceptualized geological materials as binary structural bodies consisting of bonding elements and frictional elements. From the viewpoint of mesomechanics, the elastoplastic constitutive of binary medium for soils is derived by Eshelby eigenstrain self-consistent method considering compatibility of strain and continuity of stress between bonding elements and frictional elements. The constitutive model we give can reflect the influence on mechanics performances of structural soils caused by shape of bonding elements (frictional elements), breakage law, stress history, and state of stress, etc.

AB - The concept of linary-medium model based on quasi-continuous medium was proposed by Shen Zhujiang who conceptualized geological materials as binary structural bodies consisting of bonding elements and frictional elements. From the viewpoint of mesomechanics, the elastoplastic constitutive of binary medium for soils is derived by Eshelby eigenstrain self-consistent method considering compatibility of strain and continuity of stress between bonding elements and frictional elements. The constitutive model we give can reflect the influence on mechanics performances of structural soils caused by shape of bonding elements (frictional elements), breakage law, stress history, and state of stress, etc.

KW - Eigenstrain self-consistent method

KW - Elastoplastic constitutive

KW - Linary medium model

UR - https://www.scopus.com/pages/publications/84866086364

U2 - 10.1061/9780784412435.005

DO - 10.1061/9780784412435.005

M3 - Conference Paper published in a book

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SN - 9780784412435

T3 - Civil Engineering and Urban Planning 2012 - Proceedings of the 2012 International Conference on Civil Engineering and Urban Planning

SP - 22

EP - 25

BT - Civil Engineering and Urban Planning 2012 - Proceedings of the 2012 International Conference on Civil Engineering and Urban Planning

T2 - 2012 International Conference on Civil Engineering and Urban Planning, CEUP

Y2 - 18 August 2012 through 20 August 2012

ER -

Yang R, Xu G, Zhang Z, Ni J. A micromechanical model for structured soils based on the concept of binary medium model. In Civil Engineering and Urban Planning 2012 - Proceedings of the 2012 International Conference on Civil Engineering and Urban Planning. 2012. p. 22-25. (Civil Engineering and Urban Planning 2012 - Proceedings of the 2012 International Conference on Civil Engineering and Urban Planning). doi: 10.1061/9780784412435.005

A micromechanical model for structured soils based on the concept of binary medium model

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