Study on Mechanical Properties of Expand Polystyrene

Zhongkun Zhang; Denghua Zuo; Wentao Shang; Linlin Wang; Jianbo Zheng; Hui Ma; Lu Chen; Baohuai Yang; Yusheng Qin; Changming Wang

doi:doi:10.11648/j.ajce.20180601.13

Study on Mechanical Properties of Expand Polystyrene

Zhongkun Zhang, Denghua Zuo, Wentao Shang, Linlin Wang, Jianbo Zheng, Hui Ma, Lu Chen, Baohuai Yang, Yusheng Qin, Changming Wang

Published in American Journal of Civil Engineering (Volume 6, Issue 1)

Received: 5 December 2017 Published: 6 December 2017

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Abstract

Expand Polystyrene is simply written as EPS, and it is newly used as a kind of embankment filler. Based on abroad studies to EPS mechanical properties, a further research on EPS has been done in this paper. The triaxial test is used for the study. Duncan-Chang parameters of EPS are studied in the test. EPS block bearing test is studied by means of finite element method, and the Duncan-Chang parameters obtained from EPS triaxial test are proved to be right. The application value and the application extent are pointed out in conclusion, as is of valuable reference to real geotechnical engineering projects.

Published in	American Journal of Civil Engineering (Volume 6, Issue 1)
DOI	10.11648/j.ajce.20180601.13
Page(s)	11-15
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2017. Published by Science Publishing Group

Keywords

EPS, Traxial Test, Duncan-Chang Parameters, Finite Element Method

References

[1]	Zhongkun Zhang, Studies on Lightweight Embankment and Composite Foundation of Highway, Doctoral Dissertation of Hohai University, 1998.4.
[2]	Byung Sik Chun, Development of Hyperbolic Constitutive Model for Expanded Polystyrene (EPS) Geofoam under Trixial Compression Tests, Geotextiles and Geomembrances 22(2004)223-237.
[3]	Weihua Fan, The Characters of Expanded Polystyrene (EPS) Foam in Construction, Chinese Journal of Highway and Communication, 2007(2/3)107-109.
[4]	Technical Report of Construction Using Expanded Polystyrene, EPS Construction Method Development Organization, Tokyo, 1991.
[5]	Shancun Wang, Light Filling Material- Expanded Polystyrene, Chinese Journal of Highway, 1989, (9): 39-41.
[6]	Thomas A. Coleman, Polystyrene Foam Is Competitive, Lightweight Fill, Civil Engineering-ASCE, FEB., 1974.
[7]	A. Sorlie, Use of Expanded Polystyrene in Road Congress, Vienna, 1979.
[8]	Expanded Polystyrene Used in Road Embankment, Norwegian Road Research Laboratory, 1992.
[9]	Byung Sik Chun, Hae-Sik, Myung Sagong, Kyungmin Kim, Development of hyperbolic constitutive model for expanded polystyrene (EPS) geofoam under triaxial compression tests, Geotextile and Geomembrances 22(2004)223-237.
[10]	Kulhawy, F. H., Duncan, J. M., 1972. Stresses and movements in Oroville dam. Journal of the Soil Mechanics and Foundation Division, ASCE 98(SM1), 115-143.
[11]	Rui Chen, Large Scale Shaking Table Test Study on EPS Light Mixed Soil Retaining Wall, Master Thesis of Nanjing University of Technology, 2015.
[12]	Songlin Xu, Chunyan Fang, Weida Zhou, Elastic Wave Propagation in EPS Concrete under Loadings, Journal of Vibration and Shock, Vol. 35-No. 7-2016.
[13]	Fengling Ji, Qiong Li, Study on Isotropic Compression Deformation Characteristics of Dredged Silt EPS Particles Lightweight soil, Environmental Science and Technology, s1, 16-19, 2016.

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APA Style

Zhongkun Zhang, Denghua Zuo, Wentao Shang, Linlin Wang, Jianbo Zheng, et al. (2017). Study on Mechanical Properties of Expand Polystyrene. American Journal of Civil Engineering, 6(1), 11-15. https://doi.org/10.11648/j.ajce.20180601.13

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ACS Style

Zhongkun Zhang; Denghua Zuo; Wentao Shang; Linlin Wang; Jianbo Zheng, et al. Study on Mechanical Properties of Expand Polystyrene. Am. J. Civ. Eng. 2017, 6(1), 11-15. doi: 10.11648/j.ajce.20180601.13

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AMA Style

Zhongkun Zhang, Denghua Zuo, Wentao Shang, Linlin Wang, Jianbo Zheng, et al. Study on Mechanical Properties of Expand Polystyrene. Am J Civ Eng. 2017;6(1):11-15. doi: 10.11648/j.ajce.20180601.13

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@article{10.11648/j.ajce.20180601.13,
  author = {Zhongkun Zhang and Denghua Zuo and Wentao Shang and Linlin Wang and Jianbo Zheng and Hui Ma and Lu Chen and Baohuai Yang and Yusheng Qin and Changming Wang},
  title = {Study on Mechanical Properties of Expand Polystyrene},
  journal = {American Journal of Civil Engineering},
  volume = {6},
  number = {1},
  pages = {11-15},
  doi = {10.11648/j.ajce.20180601.13},
  url = {https://doi.org/10.11648/j.ajce.20180601.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20180601.13},
  abstract = {Expand Polystyrene is simply written as EPS, and it is newly used as a kind of embankment filler. Based on abroad studies to EPS mechanical properties, a further research on EPS has been done in this paper. The triaxial test is used for the study. Duncan-Chang parameters of EPS are studied in the test. EPS block bearing test is studied by means of finite element method, and the Duncan-Chang parameters obtained from EPS triaxial test are proved to be right. The application value and the application extent are pointed out in conclusion, as is of valuable reference to real geotechnical engineering projects.},
 year = {2017}
}

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TY  - JOUR
T1  - Study on Mechanical Properties of Expand Polystyrene
AU  - Zhongkun Zhang
AU  - Denghua Zuo
AU  - Wentao Shang
AU  - Linlin Wang
AU  - Jianbo Zheng
AU  - Hui Ma
AU  - Lu Chen
AU  - Baohuai Yang
AU  - Yusheng Qin
AU  - Changming Wang
Y1  - 2017/12/06
PY  - 2017
N1  - https://doi.org/10.11648/j.ajce.20180601.13
DO  - 10.11648/j.ajce.20180601.13
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 11
EP  - 15
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20180601.13
AB  - Expand Polystyrene is simply written as EPS, and it is newly used as a kind of embankment filler. Based on abroad studies to EPS mechanical properties, a further research on EPS has been done in this paper. The triaxial test is used for the study. Duncan-Chang parameters of EPS are studied in the test. EPS block bearing test is studied by means of finite element method, and the Duncan-Chang parameters obtained from EPS triaxial test are proved to be right. The application value and the application extent are pointed out in conclusion, as is of valuable reference to real geotechnical engineering projects.
VL  - 6
IS  - 1
ER  -

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Author Information

Zhongkun Zhang

College of Civil Engineering, Binzhou University, Binzhou, China
Denghua Zuo

College of Civil Engineering, Binzhou University, Binzhou, China
Wentao Shang

College of Civil Engineering, Binzhou University, Binzhou, China
Linlin Wang

College of Civil Engineering, Binzhou University, Binzhou, China
Jianbo Zheng

College of Civil Engineering, Binzhou University, Binzhou, China
Hui Ma

College of Civil Engineering, Binzhou University, Binzhou, China
Lu Chen

College of Civil Engineering, Binzhou University, Binzhou, China
Baohuai Yang

Nanjing Kentop Civil Engineering Technology Co., Ltd., Nanjing, China
Yusheng Qin

Beijing Construction Engineering Group Bohai Construction Co., Ltd., Beijing, China
Changming Wang

Beijing Wangxing Building Group, Beijing, China

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Plain Text BibTeX RIS

APA Style

Zhongkun Zhang, Denghua Zuo, Wentao Shang, Linlin Wang, Jianbo Zheng, et al. (2017). Study on Mechanical Properties of Expand Polystyrene. American Journal of Civil Engineering, 6(1), 11-15. https://doi.org/10.11648/j.ajce.20180601.13

Copy | Download

ACS Style

Zhongkun Zhang; Denghua Zuo; Wentao Shang; Linlin Wang; Jianbo Zheng, et al. Study on Mechanical Properties of Expand Polystyrene. Am. J. Civ. Eng. 2017, 6(1), 11-15. doi: 10.11648/j.ajce.20180601.13

Copy | Download

AMA Style

Zhongkun Zhang, Denghua Zuo, Wentao Shang, Linlin Wang, Jianbo Zheng, et al. Study on Mechanical Properties of Expand Polystyrene. Am J Civ Eng. 2017;6(1):11-15. doi: 10.11648/j.ajce.20180601.13

Copy | Download

@article{10.11648/j.ajce.20180601.13,
  author = {Zhongkun Zhang and Denghua Zuo and Wentao Shang and Linlin Wang and Jianbo Zheng and Hui Ma and Lu Chen and Baohuai Yang and Yusheng Qin and Changming Wang},
  title = {Study on Mechanical Properties of Expand Polystyrene},
  journal = {American Journal of Civil Engineering},
  volume = {6},
  number = {1},
  pages = {11-15},
  doi = {10.11648/j.ajce.20180601.13},
  url = {https://doi.org/10.11648/j.ajce.20180601.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20180601.13},
  abstract = {Expand Polystyrene is simply written as EPS, and it is newly used as a kind of embankment filler. Based on abroad studies to EPS mechanical properties, a further research on EPS has been done in this paper. The triaxial test is used for the study. Duncan-Chang parameters of EPS are studied in the test. EPS block bearing test is studied by means of finite element method, and the Duncan-Chang parameters obtained from EPS triaxial test are proved to be right. The application value and the application extent are pointed out in conclusion, as is of valuable reference to real geotechnical engineering projects.},
 year = {2017}
}

Copy | Download

TY  - JOUR
T1  - Study on Mechanical Properties of Expand Polystyrene
AU  - Zhongkun Zhang
AU  - Denghua Zuo
AU  - Wentao Shang
AU  - Linlin Wang
AU  - Jianbo Zheng
AU  - Hui Ma
AU  - Lu Chen
AU  - Baohuai Yang
AU  - Yusheng Qin
AU  - Changming Wang
Y1  - 2017/12/06
PY  - 2017
N1  - https://doi.org/10.11648/j.ajce.20180601.13
DO  - 10.11648/j.ajce.20180601.13
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 11
EP  - 15
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20180601.13
AB  - Expand Polystyrene is simply written as EPS, and it is newly used as a kind of embankment filler. Based on abroad studies to EPS mechanical properties, a further research on EPS has been done in this paper. The triaxial test is used for the study. Duncan-Chang parameters of EPS are studied in the test. EPS block bearing test is studied by means of finite element method, and the Duncan-Chang parameters obtained from EPS triaxial test are proved to be right. The application value and the application extent are pointed out in conclusion, as is of valuable reference to real geotechnical engineering projects.
VL  - 6
IS  - 1
ER  -

Copy | Download