Gas breakthrough in compacted Gaomiaozi bentonite under rigid boundary conditions

Predicting the gas breakthrough pressure of saturated compacted bentonite is crucial for ensuring the long-term safe operation of deep geological repositories for the disposal of high-level radioactive nuclear wastes. In this work, the swelling pressure, water injection, gas injection and mercury intrusion porosimetry (MIP) tests on saturated compacted Gaomiaozi (GMZ) bentonite specimens with a dry density of 1.3 Mg/m³, 1.4 Mg/m³, 1.5 Mg/m³, 1.6 Mg/m³ and 1.7 Mg/m³ were conducted. Subsequently, the relationships between the swelling pressure and average inter-particle distance, as well as between the gas entry pressure and the maximum effective pore size were analyzed and established. Considering that gas migration and breakthrough are all closely related to the pore structures of the tested geomaterials, a novel gas breakthrough pressure prediction model based on the pore size distribution (PSD) curve was constructed using an existing prediction model based on gas entry pressure and swelling pressure. Finally, based on the test results of the specimens 1.5 Mg/m³, 1.6 Mg/m³ and 1.7 Mg/m³, gas breakthrough pressures of the specimens with dry densities of 1.3 Mg/m³ and 1.4 Mg/m³ were predicted. The results show that the calculated gas breakthrough pressures of 0.76 MPa and 1.28 MPa are very close to the measured values of 0.80 MPa and 1.30 MPa, validating the accuracy of the proposed model. • Gas transport and breakthrough are all closely related to pore structure of the geomaterials tested. • Swelling pressure, water injection, gas injection and mercury intrusion porosimetry (MIP) tests were conducted • A pore structure-based gas breakthrough pressure prediction model was established and validated.

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Publication Details

Journal
Journal of Rock Mechanics and Geotechnical Engineering
Published
2024-10-12
DOI
https://doi.org/10.1016/j.jrmge.2024.09.030
Citations
4
Primary Topic
Soil and Unsaturated Flow
Type
article
Field-Weighted Citation Impact
1.04

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article

Gas breakthrough in compacted Gaomiaozi bentonite under rigid boundary conditions

Yong-Gui Chen, Pu-Huai Lu, Qiong Wang, Sai Li et al.
4 citations
Journal of Rock Mechanics and Geotechnical Engineering
Soil and Unsaturated Flow
1.04
article

Gas breakthrough in compacted Gaomiaozi bentonite under rigid boundary conditions

Yong-Gui Chen, Pu-Huai Lu, Qiong Wang, Sai Li, Weimin Ye
article en
4 citations

Abstract

Predicting the gas breakthrough pressure of saturated compacted bentonite is crucial for ensuring the long-term safe operation of deep geological repositories for the disposal of high-level radioactive nuclear wastes. In this work, the swelling pressure, water injection, gas injection and mercury intrusion porosimetry (MIP) tests on saturated compacted Gaomiaozi (GMZ) bentonite specimens with a dry density of 1.3 Mg/m³, 1.4 Mg/m³, 1.5 Mg/m³, 1.6 Mg/m³ and 1.7 Mg/m³ were conducted. Subsequently, the relationships between the swelling pressure and average inter-particle distance, as well as between the gas entry pressure and the maximum effective pore size were analyzed and established. Considering that gas migration and breakthrough are all closely related to the pore structures of the tested geomaterials, a novel gas breakthrough pressure prediction model based on the pore size distribution (PSD) curve was constructed using an existing prediction model based on gas entry pressure and swelling pressure. Finally, based on the test results of the specimens 1.5 Mg/m³, 1.6 Mg/m³ and 1.7 Mg/m³, gas breakthrough pressures of the specimens with dry densities of 1.3 Mg/m³ and 1.4 Mg/m³ were predicted. The results show that the calculated gas breakthrough pressures of 0.76 MPa and 1.28 MPa are very close to the measured values of 0.80 MPa and 1.30 MPa, validating the accuracy of the proposed model. • Gas transport and breakthrough are all closely related to pore structure of the geomaterials tested. • Swelling pressure, water injection, gas injection and mercury intrusion porosimetry (MIP) tests were conducted • A pore structure-based gas breakthrough pressure prediction model was established and validated.

Journal of Rock Mechanics and Geotechnical EngineeringVol. 17(6)
Tongji University (CN)
National Natural Science Foundation of China
Openalex Percentile: Top 25%
Soil and Unsaturated Flow
1.04
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Gas breakthrough in compacted Gaomiaozi bentonite under rigid boundary conditions — Yong-Gui Chen, Pu-Huai Lu, et al. · Journal of Rock Mechanics and Geotechnical Engineering (2024) | TGRS Research Map | TGRS