Experimental study on the behavior of a plasticine material

Wei Qiang Feng; Fei Tong; Xiao Ming Tao; Jianhua Yin

doi:10.1007/978-3-319-13506-9_42

Experimental study on the behavior of a plasticine material

Wei Qiang Feng, Fei Tong, Xiao Ming Tao, Jianhua Yin

Research output: Chapter in book / Conference proceeding › Conference article published in proceeding or book › Academic research › peer-review

1 Citation (Scopus)

Abstract

This paper presents an experimental study, which includes the oedometer test and isotropic creep test, on the compressibility and the creep effect of the plasticine materials. The Compression Index (Ccε), Rebounding Index (Crε) and creep coefficient (Cαε) are obtained from the test results. However, it can be observed that there is almost no loop in unloading-reloading stages of stress-strain relationship, which is different from most soil test results. By means of the Scanning Electron Microscope, it could be found that the compression of the plasticine is mainly due to the porosity decrease and the structure flocculence, which is nonrecoverable.

Original language	English
Title of host publication	Bifurcation and Degradation of Geomaterials in the New Millennium - Proceedings of the 10th International Workshop on Bifurcation and Degradation in Geomaterials
Publisher	Springer Verlag
Pages	293-298
Number of pages	6
ISBN (Print)	9783319135052
DOIs	https://doi.org/10.1007/978-3-319-13506-9_42
Publication status	Published - 1 Jan 2015
Event	10th International Workshop on Bifurcation and Degradation in Geomaterials, IWBDG 2014 - Hong Kong, Hong Kong Duration: 28 May 2014 → 30 May 2014

Publication series

Name	Springer Series in Geomechanics and Geoengineering
Volume	none
ISSN (Print)	1866-8755
ISSN (Electronic)	1866-8763

Conference

Conference	10th International Workshop on Bifurcation and Degradation in Geomaterials, IWBDG 2014
Country/Territory	Hong Kong
City	Hong Kong
Period	28/05/14 → 30/05/14

ASJC Scopus subject areas

Geotechnical Engineering and Engineering Geology
Mechanics of Materials

More information

10.1007/978-3-319-13506-9_42

Cite this

Feng, W. Q., Tong, F., Tao, X. M., & Yin, J. (2015). Experimental study on the behavior of a plasticine material. In Bifurcation and Degradation of Geomaterials in the New Millennium - Proceedings of the 10th International Workshop on Bifurcation and Degradation in Geomaterials (pp. 293-298). (Springer Series in Geomechanics and Geoengineering; Vol. none). Springer Verlag. https://doi.org/10.1007/978-3-319-13506-9_42

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title = "Experimental study on the behavior of a plasticine material",

abstract = "This paper presents an experimental study, which includes the oedometer test and isotropic creep test, on the compressibility and the creep effect of the plasticine materials. The Compression Index (Ccε), Rebounding Index (Crε) and creep coefficient (Cαε) are obtained from the test results. However, it can be observed that there is almost no loop in unloading-reloading stages of stress-strain relationship, which is different from most soil test results. By means of the Scanning Electron Microscope, it could be found that the compression of the plasticine is mainly due to the porosity decrease and the structure flocculence, which is nonrecoverable.",

author = "Feng, {Wei Qiang} and Fei Tong and Tao, {Xiao Ming} and Jianhua Yin",

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Feng, WQ, Tong, F, Tao, XM & Yin, J 2015, Experimental study on the behavior of a plasticine material. in Bifurcation and Degradation of Geomaterials in the New Millennium - Proceedings of the 10th International Workshop on Bifurcation and Degradation in Geomaterials. Springer Series in Geomechanics and Geoengineering, vol. none, Springer Verlag, pp. 293-298, 10th International Workshop on Bifurcation and Degradation in Geomaterials, IWBDG 2014, Hong Kong, Hong Kong, 28/05/14. https://doi.org/10.1007/978-3-319-13506-9_42

Experimental study on the behavior of a plasticine material. / Feng, Wei Qiang; Tong, Fei; Tao, Xiao Ming et al.
Bifurcation and Degradation of Geomaterials in the New Millennium - Proceedings of the 10th International Workshop on Bifurcation and Degradation in Geomaterials. Springer Verlag, 2015. p. 293-298 (Springer Series in Geomechanics and Geoengineering; Vol. none).

Research output: Chapter in book / Conference proceeding › Conference article published in proceeding or book › Academic research › peer-review

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AU - Yin, Jianhua

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Y1 - 2015/1/1

N2 - This paper presents an experimental study, which includes the oedometer test and isotropic creep test, on the compressibility and the creep effect of the plasticine materials. The Compression Index (Ccε), Rebounding Index (Crε) and creep coefficient (Cαε) are obtained from the test results. However, it can be observed that there is almost no loop in unloading-reloading stages of stress-strain relationship, which is different from most soil test results. By means of the Scanning Electron Microscope, it could be found that the compression of the plasticine is mainly due to the porosity decrease and the structure flocculence, which is nonrecoverable.

AB - This paper presents an experimental study, which includes the oedometer test and isotropic creep test, on the compressibility and the creep effect of the plasticine materials. The Compression Index (Ccε), Rebounding Index (Crε) and creep coefficient (Cαε) are obtained from the test results. However, it can be observed that there is almost no loop in unloading-reloading stages of stress-strain relationship, which is different from most soil test results. By means of the Scanning Electron Microscope, it could be found that the compression of the plasticine is mainly due to the porosity decrease and the structure flocculence, which is nonrecoverable.

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BT - Bifurcation and Degradation of Geomaterials in the New Millennium - Proceedings of the 10th International Workshop on Bifurcation and Degradation in Geomaterials

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Feng WQ, Tong F, Tao XM, Yin J. Experimental study on the behavior of a plasticine material. In Bifurcation and Degradation of Geomaterials in the New Millennium - Proceedings of the 10th International Workshop on Bifurcation and Degradation in Geomaterials. Springer Verlag. 2015. p. 293-298. (Springer Series in Geomechanics and Geoengineering). doi: 10.1007/978-3-319-13506-9_42

Experimental study on the behavior of a plasticine material

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