Numerical Simulation of Compaction Load on Stress-Deformation Behavior of Soil Geosynthetic Composite Mass

Truc T.T. Phan; Meen W. Gui; Thang Q. Pham

doi:10.1007/978-3-030-77234-5_77

Numerical Simulation of Compaction Load on Stress-Deformation Behavior of Soil Geosynthetic Composite Mass

Truc T.T. Phan
, Meen W. Gui
, Thang Q. Pham

土木工程系

研究成果: 書籍/報告/會議論文中的章節 › 會議投稿 › 同行評審

2 引文斯高帕斯（Scopus）

摘要

Fill compaction in the construction of soil geosynthetic composite (SGC) walls is typically carried out by operating a compactor. Due to the multiple passes of a compactor, the compaction-induced stress (CIS) at any given section can be evaluated by considering the compaction load applied directly above the section under consideration. The compaction load can be modeled as a distribution load on top of each soil layer (Type I), or as a distribution load at the top and bottom of each layer (Type II). This paper aimed to evaluate and compare the effect of the above two compaction simulation methods on the stress and deformation behavior of a full-scale instrumented SGC mass, which is under the working stress condition. Results are evaluated in the form of compaction-induced stresses, stress and strain developed in the reinforcements, and volumetric strain of the SGC mass.

原文	English
主出版物標題	Advances in Transportation Geotechnics IV - Proceedings of the 4th International Conference on Transportation Geotechnics
編輯	Erol Tutumluer, Soheil Nazarian, Imad Al-Qadi, Issam I. A. Qamhia
發行者	Springer Science and Business Media Deutschland GmbH
頁面	945-956
頁數	12
ISBN（列印）	9783030772338
DOIs	https://doi.org/10.1007/978-3-030-77234-5_77
出版狀態	Published - 2022
事件	4th International Conference on Transportation Geotechnics, ICTG 2021 - Chicago, United States 持續時間: 23 5月 2021 → 26 5月 2021

出版系列

名字	Lecture Notes in Civil Engineering
卷	165
ISSN（列印）	2366-2557
ISSN（電子）	2366-2565

Conference

Conference	4th International Conference on Transportation Geotechnics, ICTG 2021
國家/地區	United States
城市	Chicago
期間	23/05/21 → 26/05/21

文獻附註

Publisher Copyright:
© 2022, The Author(s), under exclusive license to Springer Nature Switzerland AG.

存取文件

10.1007/978-3-030-77234-5_77

其它文件與鏈接

Link to publication in Scopus

引用此

Phan, T. T. T., Gui, M. W., & Pham, T. Q. (2022). Numerical Simulation of Compaction Load on Stress-Deformation Behavior of Soil Geosynthetic Composite Mass. 於 E. Tutumluer, S. Nazarian, I. Al-Qadi, & I. I. A. Qamhia (編輯), Advances in Transportation Geotechnics IV - Proceedings of the 4th International Conference on Transportation Geotechnics (頁 945-956). (Lecture Notes in Civil Engineering; 卷 165). Springer Science and Business Media Deutschland GmbH. https://doi.org/10.1007/978-3-030-77234-5_77

Phan, Truc T.T. ; Gui, Meen W. ; Pham, Thang Q. / Numerical Simulation of Compaction Load on Stress-Deformation Behavior of Soil Geosynthetic Composite Mass. Advances in Transportation Geotechnics IV - Proceedings of the 4th International Conference on Transportation Geotechnics. 編輯 / Erol Tutumluer ; Soheil Nazarian ; Imad Al-Qadi ; Issam I. A. Qamhia. Springer Science and Business Media Deutschland GmbH, 2022. 頁 945-956 (Lecture Notes in Civil Engineering).

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abstract = "Fill compaction in the construction of soil geosynthetic composite (SGC) walls is typically carried out by operating a compactor. Due to the multiple passes of a compactor, the compaction-induced stress (CIS) at any given section can be evaluated by considering the compaction load applied directly above the section under consideration. The compaction load can be modeled as a distribution load on top of each soil layer (Type I), or as a distribution load at the top and bottom of each layer (Type II). This paper aimed to evaluate and compare the effect of the above two compaction simulation methods on the stress and deformation behavior of a full-scale instrumented SGC mass, which is under the working stress condition. Results are evaluated in the form of compaction-induced stresses, stress and strain developed in the reinforcements, and volumetric strain of the SGC mass.",

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Phan, TTT, Gui, MW & Pham, TQ 2022, Numerical Simulation of Compaction Load on Stress-Deformation Behavior of Soil Geosynthetic Composite Mass. 於 E Tutumluer, S Nazarian, I Al-Qadi & IIA Qamhia (編輯), Advances in Transportation Geotechnics IV - Proceedings of the 4th International Conference on Transportation Geotechnics. Lecture Notes in Civil Engineering, 卷 165, Springer Science and Business Media Deutschland GmbH, 頁 945-956, 4th International Conference on Transportation Geotechnics, ICTG 2021, Chicago, United States, 23/05/21. https://doi.org/10.1007/978-3-030-77234-5_77

Numerical Simulation of Compaction Load on Stress-Deformation Behavior of Soil Geosynthetic Composite Mass. / Phan, Truc T.T.; Gui, Meen W.; Pham, Thang Q.
Advances in Transportation Geotechnics IV - Proceedings of the 4th International Conference on Transportation Geotechnics. 編輯 / Erol Tutumluer; Soheil Nazarian; Imad Al-Qadi; Issam I. A. Qamhia. Springer Science and Business Media Deutschland GmbH, 2022. p. 945-956 (Lecture Notes in Civil Engineering; 卷 165).

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 - Numerical Simulation of Compaction Load on Stress-Deformation Behavior of Soil Geosynthetic Composite Mass

AU - Phan, Truc T.T.

AU - Gui, Meen W.

AU - Pham, Thang Q.

PY - 2022

Y1 - 2022

N2 - Fill compaction in the construction of soil geosynthetic composite (SGC) walls is typically carried out by operating a compactor. Due to the multiple passes of a compactor, the compaction-induced stress (CIS) at any given section can be evaluated by considering the compaction load applied directly above the section under consideration. The compaction load can be modeled as a distribution load on top of each soil layer (Type I), or as a distribution load at the top and bottom of each layer (Type II). This paper aimed to evaluate and compare the effect of the above two compaction simulation methods on the stress and deformation behavior of a full-scale instrumented SGC mass, which is under the working stress condition. Results are evaluated in the form of compaction-induced stresses, stress and strain developed in the reinforcements, and volumetric strain of the SGC mass.

AB - Fill compaction in the construction of soil geosynthetic composite (SGC) walls is typically carried out by operating a compactor. Due to the multiple passes of a compactor, the compaction-induced stress (CIS) at any given section can be evaluated by considering the compaction load applied directly above the section under consideration. The compaction load can be modeled as a distribution load on top of each soil layer (Type I), or as a distribution load at the top and bottom of each layer (Type II). This paper aimed to evaluate and compare the effect of the above two compaction simulation methods on the stress and deformation behavior of a full-scale instrumented SGC mass, which is under the working stress condition. Results are evaluated in the form of compaction-induced stresses, stress and strain developed in the reinforcements, and volumetric strain of the SGC mass.

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KW - Soil geosynthetic-reinforced soil

KW - Volumetric strain

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EP - 956

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Phan TTT, Gui MW, Pham TQ. Numerical Simulation of Compaction Load on Stress-Deformation Behavior of Soil Geosynthetic Composite Mass. 於 Tutumluer E, Nazarian S, Al-Qadi I, Qamhia IIA, 編輯, Advances in Transportation Geotechnics IV - Proceedings of the 4th International Conference on Transportation Geotechnics. Springer Science and Business Media Deutschland GmbH. 2022. p. 945-956. (Lecture Notes in Civil Engineering). doi: 10.1007/978-3-030-77234-5_77

Numerical Simulation of Compaction Load on Stress-Deformation Behavior of Soil Geosynthetic Composite Mass

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