Effect of Grain Content on the Sandstone Properties Using Biconcave Bond Model of DEM

Chia Chi Chiu; Shi Feng Chen; Meng Chia Weng

doi:10.1007/978-3-319-95771-5_4

Effect of Grain Content on the Sandstone Properties Using Biconcave Bond Model of DEM

Chia Chi Chiu
, Shi Feng Chen
, Meng Chia Weng

Graduate Institute of Mineral Resources Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

Abstract

This study adopted the biconcave bond model of DEM (Discrete element method) to investigate the mechanical behavior of sandstone. The biconcave bond model is capable of simulating the cementation between non-contact grains of sandstone with high porosity. It also links the micro parameters and macro material properties. The biconcave bond model incorporated with grain-matrix structure was used to investigate the influence of grain and matrix on sandstone behavior. The simulation shows that the stress-strain curves fit experiment result well. In addition, the sensitivity analysis of GAR (Grain area ratio) and porosity shows that the simulation of UCS and Young’s modulus agree well with the empirical equation.

Original language	English
Title of host publication	New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures - Proceedings of the 5th GeoChina International Conference 2018 – Civil Infrastructures Confronting Severe Weathers and Climate Changes
Subtitle of host publication	From Failure to Sustainability, 2018 in HangZhou, China
Editors	Hadi Khabbaz, Heejung Youn, Mounir Bouassida
Publisher	Springer Science and Business Media B.V.
Pages	38-50
Number of pages	13
ISBN (Print)	9783319957708
DOIs	https://doi.org/10.1007/978-3-319-95771-5_4
State	Published - 2019
Event	5th GeoChina International Conference on Civil Infrastructures Confronting Severe Weathers and Climate Changes: From Failure to Sustainability, 2018 - HangZhou, China Duration: 23 Jul 2018 → 25 Jul 2018

Publication series

Name	Sustainable Civil Infrastructures
ISSN (Print)	2366-3405
ISSN (Electronic)	2366-3413

Conference

Conference	5th GeoChina International Conference on Civil Infrastructures Confronting Severe Weathers and Climate Changes: From Failure to Sustainability, 2018
Country/Territory	China
City	HangZhou
Period	23/07/18 → 25/07/18

Bibliographical note

Publisher Copyright:
© 2019, Springer International Publishing AG, part of Springer Nature.

Keywords

Discrete Element Method (DEM)
Linear Contact Model
Sandstone Model
Sandstone Properties
Uniaxial Compressive Strength (UCS)

Access to Document

10.1007/978-3-319-95771-5_4

Cite this

Chiu, C. C., Chen, S. F., & Weng, M. C. (2019). Effect of Grain Content on the Sandstone Properties Using Biconcave Bond Model of DEM. In H. Khabbaz, H. Youn, & M. Bouassida (Eds.), New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures - Proceedings of the 5th GeoChina International Conference 2018 – Civil Infrastructures Confronting Severe Weathers and Climate Changes: From Failure to Sustainability, 2018 in HangZhou, China (pp. 38-50). (Sustainable Civil Infrastructures). Springer Science and Business Media B.V.. https://doi.org/10.1007/978-3-319-95771-5_4

Chiu, Chia Chi ; Chen, Shi Feng ; Weng, Meng Chia. / Effect of Grain Content on the Sandstone Properties Using Biconcave Bond Model of DEM. New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures - Proceedings of the 5th GeoChina International Conference 2018 – Civil Infrastructures Confronting Severe Weathers and Climate Changes: From Failure to Sustainability, 2018 in HangZhou, China. editor / Hadi Khabbaz ; Heejung Youn ; Mounir Bouassida. Springer Science and Business Media B.V., 2019. pp. 38-50 (Sustainable Civil Infrastructures).

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abstract = "This study adopted the biconcave bond model of DEM (Discrete element method) to investigate the mechanical behavior of sandstone. The biconcave bond model is capable of simulating the cementation between non-contact grains of sandstone with high porosity. It also links the micro parameters and macro material properties. The biconcave bond model incorporated with grain-matrix structure was used to investigate the influence of grain and matrix on sandstone behavior. The simulation shows that the stress-strain curves fit experiment result well. In addition, the sensitivity analysis of GAR (Grain area ratio) and porosity shows that the simulation of UCS and Young{\textquoteright}s modulus agree well with the empirical equation.",

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note = "Publisher Copyright: {\textcopyright} 2019, Springer International Publishing AG, part of Springer Nature.; 5th GeoChina International Conference on Civil Infrastructures Confronting Severe Weathers and Climate Changes: From Failure to Sustainability, 2018 ; Conference date: 23-07-2018 Through 25-07-2018",

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Chiu, CC, Chen, SF & Weng, MC 2019, Effect of Grain Content on the Sandstone Properties Using Biconcave Bond Model of DEM. in H Khabbaz, H Youn & M Bouassida (eds), New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures - Proceedings of the 5th GeoChina International Conference 2018 – Civil Infrastructures Confronting Severe Weathers and Climate Changes: From Failure to Sustainability, 2018 in HangZhou, China. Sustainable Civil Infrastructures, Springer Science and Business Media B.V., pp. 38-50, 5th GeoChina International Conference on Civil Infrastructures Confronting Severe Weathers and Climate Changes: From Failure to Sustainability, 2018, HangZhou, China, 23/07/18. https://doi.org/10.1007/978-3-319-95771-5_4

Effect of Grain Content on the Sandstone Properties Using Biconcave Bond Model of DEM. / Chiu, Chia Chi; Chen, Shi Feng; Weng, Meng Chia.
New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures - Proceedings of the 5th GeoChina International Conference 2018 – Civil Infrastructures Confronting Severe Weathers and Climate Changes: From Failure to Sustainability, 2018 in HangZhou, China. ed. / Hadi Khabbaz; Heejung Youn; Mounir Bouassida. Springer Science and Business Media B.V., 2019. p. 38-50 (Sustainable Civil Infrastructures).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

TY - GEN

T1 - Effect of Grain Content on the Sandstone Properties Using Biconcave Bond Model of DEM

AU - Chiu, Chia Chi

AU - Chen, Shi Feng

AU - Weng, Meng Chia

PY - 2019

Y1 - 2019

N2 - This study adopted the biconcave bond model of DEM (Discrete element method) to investigate the mechanical behavior of sandstone. The biconcave bond model is capable of simulating the cementation between non-contact grains of sandstone with high porosity. It also links the micro parameters and macro material properties. The biconcave bond model incorporated with grain-matrix structure was used to investigate the influence of grain and matrix on sandstone behavior. The simulation shows that the stress-strain curves fit experiment result well. In addition, the sensitivity analysis of GAR (Grain area ratio) and porosity shows that the simulation of UCS and Young’s modulus agree well with the empirical equation.

AB - This study adopted the biconcave bond model of DEM (Discrete element method) to investigate the mechanical behavior of sandstone. The biconcave bond model is capable of simulating the cementation between non-contact grains of sandstone with high porosity. It also links the micro parameters and macro material properties. The biconcave bond model incorporated with grain-matrix structure was used to investigate the influence of grain and matrix on sandstone behavior. The simulation shows that the stress-strain curves fit experiment result well. In addition, the sensitivity analysis of GAR (Grain area ratio) and porosity shows that the simulation of UCS and Young’s modulus agree well with the empirical equation.

KW - Discrete Element Method (DEM)

KW - Linear Contact Model

KW - Sandstone Model

KW - Sandstone Properties

KW - Uniaxial Compressive Strength (UCS)

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SN - 9783319957708

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BT - New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures - Proceedings of the 5th GeoChina International Conference 2018 – Civil Infrastructures Confronting Severe Weathers and Climate Changes

A2 - Khabbaz, Hadi

A2 - Youn, Heejung

A2 - Bouassida, Mounir

PB - Springer Science and Business Media B.V.

T2 - 5th GeoChina International Conference on Civil Infrastructures Confronting Severe Weathers and Climate Changes: From Failure to Sustainability, 2018

Y2 - 23 July 2018 through 25 July 2018

ER -

Chiu CC, Chen SF, Weng MC. Effect of Grain Content on the Sandstone Properties Using Biconcave Bond Model of DEM. In Khabbaz H, Youn H, Bouassida M, editors, New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures - Proceedings of the 5th GeoChina International Conference 2018 – Civil Infrastructures Confronting Severe Weathers and Climate Changes: From Failure to Sustainability, 2018 in HangZhou, China. Springer Science and Business Media B.V. 2019. p. 38-50. (Sustainable Civil Infrastructures). doi: 10.1007/978-3-319-95771-5_4

Effect of Grain Content on the Sandstone Properties Using Biconcave Bond Model of DEM

Abstract

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Bibliographical note

Keywords

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