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

資源工程研究所

研究成果: 書籍/報告/會議論文中的章節 › 會議投稿 › 同行評審

摘要

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.

原文	English
主出版物標題	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
主出版物子標題	From Failure to Sustainability, 2018 in HangZhou, China
編輯	Hadi Khabbaz, Heejung Youn, Mounir Bouassida
發行者	Springer Science and Business Media B.V.
頁面	38-50
頁數	13
ISBN（列印）	9783319957708
DOIs	https://doi.org/10.1007/978-3-319-95771-5_4
出版狀態	Published - 2019
事件	5th GeoChina International Conference on Civil Infrastructures Confronting Severe Weathers and Climate Changes: From Failure to Sustainability, 2018 - HangZhou, China 持續時間: 23 7月 2018 → 25 7月 2018

出版系列

名字	Sustainable Civil Infrastructures
ISSN（列印）	2366-3405
ISSN（電子）	2366-3413

Conference

Conference	5th GeoChina International Conference on Civil Infrastructures Confronting Severe Weathers and Climate Changes: From Failure to Sustainability, 2018
國家/地區	China
城市	HangZhou
期間	23/07/18 → 25/07/18

文獻附註

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

存取文件

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

其它文件與鏈接

Link to publication in Scopus

引用此

Chiu, C. C., Chen, S. F., & Weng, M. C. (2019). Effect of Grain Content on the Sandstone Properties Using Biconcave Bond Model of DEM. 於 H. Khabbaz, H. Youn, & M. Bouassida (編輯), 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 (頁 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. 編輯 / Hadi Khabbaz ; Heejung Youn ; Mounir Bouassida. Springer Science and Business Media B.V., 2019. 頁 38-50 (Sustainable Civil Infrastructures).

@inproceedings{f4ffdc17c1de4aa7bb1ec72c99743e7f,

title = "Effect of Grain Content on the Sandstone Properties Using Biconcave Bond Model of DEM",

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.",

keywords = "Discrete Element Method (DEM), Linear Contact Model, Sandstone Model, Sandstone Properties, Uniaxial Compressive Strength (UCS)",

author = "Chiu, \{Chia Chi\} and Chen, \{Shi Feng\} and Weng, \{Meng Chia\}",

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",

year = "2019",

doi = "10.1007/978-3-319-95771-5\_4",

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isbn = "9783319957708",

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booktitle = "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",

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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. 於 H Khabbaz, H Youn & M Bouassida (編輯), 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., 頁 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. 編輯 / Hadi Khabbaz; Heejung Youn; Mounir Bouassida. Springer Science and Business Media B.V., 2019. p. 38-50 (Sustainable Civil Infrastructures).

研究成果: 書籍/報告/會議論文中的章節 › 會議投稿 › 同行評審

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)

UR - https://www.scopus.com/pages/publications/85101512379

U2 - 10.1007/978-3-319-95771-5_4

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

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AN - SCOPUS:85101512379

SN - 9783319957708

T3 - Sustainable Civil Infrastructures

SP - 38

EP - 50

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. 於 Khabbaz H, Youn H, Bouassida M, 編輯, 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

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