Seepage Force and Its Direct Mechanical Effects in Hydrate-Bearing Porous Media
The direct mechanical effects of seepage force on the behavior of hydrate-bearing porous media (HBPM) have often been neglected in previous studies, which may lead to inaccurate predictions of the mechanical behavior of HBPM under seepage conditions. Here, we propose an extended three-phase physical...
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| Format: | Article |
| Language: | English |
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Wiley
2021-01-01
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| Series: | Geofluids |
| Online Access: | http://dx.doi.org/10.1155/2021/5569665 |
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| _version_ | 1832549201281548288 |
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| author | Lifeng Zeng Longtan Shao Xiaoxia Guo |
| author_facet | Lifeng Zeng Longtan Shao Xiaoxia Guo |
| author_sort | Lifeng Zeng |
| collection | DOAJ |
| description | The direct mechanical effects of seepage force on the behavior of hydrate-bearing porous media (HBPM) have often been neglected in previous studies, which may lead to inaccurate predictions of the mechanical behavior of HBPM under seepage conditions. Here, we propose an extended three-phase physical model for unsaturated HBPM, including gas, capillary water, and generalized solid skeleton (GSS). Based on the model, the force balance equations for the three phases are formulated. Performing a force analysis of generalized solid particles under seepage conditions, we find that the tangential force acting on the generalized solid particle is the seepage force in HBPM. By combining this finding with the formulated balance equations, we derive the expression for the seepage force, which can distinguish the mechanical effects between the tangential force and normal force. The stresses, induced by the tangential force (i.e., seepage force), are divided into two types: one acts on the cross sections of generalized solid particles and the other on the contacts between particles. Neither of them is transmitted through the GSS. The former mainly causes the particles themselves to compress, whereas the latter primarily influences the sliding of the particles at contacts. Based on the mechanisms of these two stresses, their effects on the mechanical behavior of HBPM are quantified, which provides a new insight to evaluate the direct mechanical effects of seepage force. |
| format | Article |
| id | doaj-art-dab7413a73724d0aa9b067666089a318 |
| institution | Kabale University |
| issn | 1468-8115 1468-8123 |
| language | English |
| publishDate | 2021-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Geofluids |
| spelling | doaj-art-dab7413a73724d0aa9b067666089a3182025-02-03T06:11:58ZengWileyGeofluids1468-81151468-81232021-01-01202110.1155/2021/55696655569665Seepage Force and Its Direct Mechanical Effects in Hydrate-Bearing Porous MediaLifeng Zeng0Longtan Shao1Xiaoxia Guo2State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116024, ChinaState Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116024, ChinaState Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116024, ChinaThe direct mechanical effects of seepage force on the behavior of hydrate-bearing porous media (HBPM) have often been neglected in previous studies, which may lead to inaccurate predictions of the mechanical behavior of HBPM under seepage conditions. Here, we propose an extended three-phase physical model for unsaturated HBPM, including gas, capillary water, and generalized solid skeleton (GSS). Based on the model, the force balance equations for the three phases are formulated. Performing a force analysis of generalized solid particles under seepage conditions, we find that the tangential force acting on the generalized solid particle is the seepage force in HBPM. By combining this finding with the formulated balance equations, we derive the expression for the seepage force, which can distinguish the mechanical effects between the tangential force and normal force. The stresses, induced by the tangential force (i.e., seepage force), are divided into two types: one acts on the cross sections of generalized solid particles and the other on the contacts between particles. Neither of them is transmitted through the GSS. The former mainly causes the particles themselves to compress, whereas the latter primarily influences the sliding of the particles at contacts. Based on the mechanisms of these two stresses, their effects on the mechanical behavior of HBPM are quantified, which provides a new insight to evaluate the direct mechanical effects of seepage force.http://dx.doi.org/10.1155/2021/5569665 |
| spellingShingle | Lifeng Zeng Longtan Shao Xiaoxia Guo Seepage Force and Its Direct Mechanical Effects in Hydrate-Bearing Porous Media Geofluids |
| title | Seepage Force and Its Direct Mechanical Effects in Hydrate-Bearing Porous Media |
| title_full | Seepage Force and Its Direct Mechanical Effects in Hydrate-Bearing Porous Media |
| title_fullStr | Seepage Force and Its Direct Mechanical Effects in Hydrate-Bearing Porous Media |
| title_full_unstemmed | Seepage Force and Its Direct Mechanical Effects in Hydrate-Bearing Porous Media |
| title_short | Seepage Force and Its Direct Mechanical Effects in Hydrate-Bearing Porous Media |
| title_sort | seepage force and its direct mechanical effects in hydrate bearing porous media |
| url | http://dx.doi.org/10.1155/2021/5569665 |
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