Standard

Feasibility of compacted attapulgite/diatomite amended clayey soils as gas barrier materials. / Zhuang, Heng ; Xia, Wei--Yi; Wen, Jia-Ming; Wang, Min; Li, Ying-Zhen; Jiang, Ning-Jun; Родыгин, Константин Сергеевич; Du, Yan-Jun.

в: Journal of Rock Mechanics and Geotechnical Engineering, Том 16, № 9, 01.09.2024, стр. 3707-3717.

Результаты исследований: Научные публикации в периодических изданияхстатьяРецензирование

Harvard

Zhuang, H, Xia, W-Y, Wen, J-M, Wang, M, Li, Y-Z, Jiang, N-J, Родыгин, КС & Du, Y-J 2024, 'Feasibility of compacted attapulgite/diatomite amended clayey soils as gas barrier materials', Journal of Rock Mechanics and Geotechnical Engineering, Том. 16, № 9, стр. 3707-3717. https://doi.org/10.1016/j.jrmge.2024.01.018, https://doi.org/10.1016/j.jrmge.2024.01.018

APA

Zhuang, H., Xia, W-Y., Wen, J-M., Wang, M., Li, Y-Z., Jiang, N-J., Родыгин, К. С., & Du, Y-J. (2024). Feasibility of compacted attapulgite/diatomite amended clayey soils as gas barrier materials. Journal of Rock Mechanics and Geotechnical Engineering, 16(9), 3707-3717. https://doi.org/10.1016/j.jrmge.2024.01.018, https://doi.org/10.1016/j.jrmge.2024.01.018

Vancouver

Zhuang H, Xia W-Y, Wen J-M, Wang M, Li Y-Z, Jiang N-J и пр. Feasibility of compacted attapulgite/diatomite amended clayey soils as gas barrier materials. Journal of Rock Mechanics and Geotechnical Engineering. 2024 Сент. 1;16(9):3707-3717. https://doi.org/10.1016/j.jrmge.2024.01.018, https://doi.org/10.1016/j.jrmge.2024.01.018

Author

Zhuang, Heng ; Xia, Wei--Yi ; Wen, Jia-Ming ; Wang, Min ; Li, Ying-Zhen ; Jiang, Ning-Jun ; Родыгин, Константин Сергеевич ; Du, Yan-Jun. / Feasibility of compacted attapulgite/diatomite amended clayey soils as gas barrier materials. в: Journal of Rock Mechanics and Geotechnical Engineering. 2024 ; Том 16, № 9. стр. 3707-3717.

BibTeX

@article{a56371f9d61c4c0db0b3ea7588124de1,
title = "Feasibility of compacted attapulgite/diatomite amended clayey soils as gas barrier materials",
abstract = "Compacted clay liners are extensively used as barriers to control the upward diffusion of vapors of volatile or semi-volatile organic contaminants released from unsaturated contaminated soils at industry-contaminated sites. This study aimed to investigate the gas diffusion barrier performance of compacted clayey soils amended with three agents including attapulgite and diatomite individually, and attapulgite/diatomite mixture. The properties including water retention, volumetric shrinkage, gas diffusion, and unconfined compressive strength were evaluated through a series of laboratory tests of amended compacted clayey soils. The results demonstrate that the decrease in volume proportions of inter-aggregate pores leads to an increase in unconfined compressive strength (qu). Both hydrophilic groups and microstructures of attapulgite and diatomite result in an increase in water retention percent (Wt) of compacted clayey soil specimens after amendment regardless of the type of agent or initial water content (w0). Furthermore, the ratio of the gas diffusion coefficient (De) to the gas diffusion coefficient in the air (Da) was significantly reduced owing to a decrease in volume proportions of inter-aggregate pores, hydrophilic group, and microstructures of attapulgite and diatomite. Scanning electron microscope analyses revealed that rod-shaped attapulgite filled the inter-aggregate pores formed by clay particles, whereas the disc-shaped diatomite particles, characterized by micropores, failed to obstruct the inter-aggregate pores due to their larger particle size. Mercury intrusion porosimetry (MIP) analyses showed a reduction in pore volume in the inter-aggregate pores, leading to a reduction in the total pore volume for both the attapulgite and attapulgite/diatomite mixture amended clays, which is in accordance with the scanning electron microscope (SEM) results. The findings are pertinent to the practical application of compacted clay liners as gas barriers against the upward migration of volatile or semi-volatile organic contaminants at contaminated sites.",
keywords = "Attapulgite/diatomite mixture, Compacted clay liner, Diffusion barrier, Water retention",
author = "Heng Zhuang and Wei--Yi Xia and Jia-Ming Wen and Min Wang and Ying-Zhen Li and Ning-Jun Jiang and Родыгин, {Константин Сергеевич} and Yan-Jun Du",
year = "2024",
month = sep,
day = "1",
doi = "10.1016/j.jrmge.2024.01.018",
language = "English",
volume = "16",
pages = "3707--3717",
journal = "Journal of Rock Mechanics and Geotechnical Engineering",
issn = "1674-7755",
publisher = "Science Press",
number = "9",

}

RIS

TY - JOUR

T1 - Feasibility of compacted attapulgite/diatomite amended clayey soils as gas barrier materials

AU - Zhuang, Heng

AU - Xia, Wei--Yi

AU - Wen, Jia-Ming

AU - Wang, Min

AU - Li, Ying-Zhen

AU - Jiang, Ning-Jun

AU - Родыгин, Константин Сергеевич

AU - Du, Yan-Jun

PY - 2024/9/1

Y1 - 2024/9/1

N2 - Compacted clay liners are extensively used as barriers to control the upward diffusion of vapors of volatile or semi-volatile organic contaminants released from unsaturated contaminated soils at industry-contaminated sites. This study aimed to investigate the gas diffusion barrier performance of compacted clayey soils amended with three agents including attapulgite and diatomite individually, and attapulgite/diatomite mixture. The properties including water retention, volumetric shrinkage, gas diffusion, and unconfined compressive strength were evaluated through a series of laboratory tests of amended compacted clayey soils. The results demonstrate that the decrease in volume proportions of inter-aggregate pores leads to an increase in unconfined compressive strength (qu). Both hydrophilic groups and microstructures of attapulgite and diatomite result in an increase in water retention percent (Wt) of compacted clayey soil specimens after amendment regardless of the type of agent or initial water content (w0). Furthermore, the ratio of the gas diffusion coefficient (De) to the gas diffusion coefficient in the air (Da) was significantly reduced owing to a decrease in volume proportions of inter-aggregate pores, hydrophilic group, and microstructures of attapulgite and diatomite. Scanning electron microscope analyses revealed that rod-shaped attapulgite filled the inter-aggregate pores formed by clay particles, whereas the disc-shaped diatomite particles, characterized by micropores, failed to obstruct the inter-aggregate pores due to their larger particle size. Mercury intrusion porosimetry (MIP) analyses showed a reduction in pore volume in the inter-aggregate pores, leading to a reduction in the total pore volume for both the attapulgite and attapulgite/diatomite mixture amended clays, which is in accordance with the scanning electron microscope (SEM) results. The findings are pertinent to the practical application of compacted clay liners as gas barriers against the upward migration of volatile or semi-volatile organic contaminants at contaminated sites.

AB - Compacted clay liners are extensively used as barriers to control the upward diffusion of vapors of volatile or semi-volatile organic contaminants released from unsaturated contaminated soils at industry-contaminated sites. This study aimed to investigate the gas diffusion barrier performance of compacted clayey soils amended with three agents including attapulgite and diatomite individually, and attapulgite/diatomite mixture. The properties including water retention, volumetric shrinkage, gas diffusion, and unconfined compressive strength were evaluated through a series of laboratory tests of amended compacted clayey soils. The results demonstrate that the decrease in volume proportions of inter-aggregate pores leads to an increase in unconfined compressive strength (qu). Both hydrophilic groups and microstructures of attapulgite and diatomite result in an increase in water retention percent (Wt) of compacted clayey soil specimens after amendment regardless of the type of agent or initial water content (w0). Furthermore, the ratio of the gas diffusion coefficient (De) to the gas diffusion coefficient in the air (Da) was significantly reduced owing to a decrease in volume proportions of inter-aggregate pores, hydrophilic group, and microstructures of attapulgite and diatomite. Scanning electron microscope analyses revealed that rod-shaped attapulgite filled the inter-aggregate pores formed by clay particles, whereas the disc-shaped diatomite particles, characterized by micropores, failed to obstruct the inter-aggregate pores due to their larger particle size. Mercury intrusion porosimetry (MIP) analyses showed a reduction in pore volume in the inter-aggregate pores, leading to a reduction in the total pore volume for both the attapulgite and attapulgite/diatomite mixture amended clays, which is in accordance with the scanning electron microscope (SEM) results. The findings are pertinent to the practical application of compacted clay liners as gas barriers against the upward migration of volatile or semi-volatile organic contaminants at contaminated sites.

KW - Attapulgite/diatomite mixture

KW - Compacted clay liner

KW - Diffusion barrier

KW - Water retention

UR - https://www.mendeley.com/catalogue/8eaf2570-24ed-3c1c-b12b-40516de7465f/

U2 - 10.1016/j.jrmge.2024.01.018

DO - 10.1016/j.jrmge.2024.01.018

M3 - Article

VL - 16

SP - 3707

EP - 3717

JO - Journal of Rock Mechanics and Geotechnical Engineering

JF - Journal of Rock Mechanics and Geotechnical Engineering

SN - 1674-7755

IS - 9

ER -

ID: 121227991