A fully coupled thermo-hydro-mechanical model including the determination of coupling parameters for freezing rock
文献类型：期刊论文
| 作者 | Huang, Shibing1,2; Liu, Quansheng4; Cheng, Aiping2; Liu, Yanzhang2; Liu, Guofeng3 |
| 刊名 | INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES
 |
| 出版日期 | 2018 |
| 卷号 | 103页码:205-214 |
| 关键词 | Unfrozen water Ice pressure Permeability Thermal conductivity Freezing rock |
| ISSN号 | 1365-1609 |
| DOI | 10.1016/j.ijrmms.2018.01.029 |
| 英文摘要 | The freeze-thaw damage of rock is mainly induced by cycling loading of pore ice pressure and thermal stress under coupled thermo-hydro-mechanical (THM) condition at low temperature. The accuracy and correctness of coupled T-H-M model for freezing rock are controlled by critical parameters including unfrozen water content, ice pressure, permeability, and the equivalent thermal conductivity. The difference of THM coupling process between freezing rock and freezing soil is the evolution rule of those critical parameters, which change drastically with freezing temperature. The permeability is related to the unfrozen water content and high enough to be considered at the temperature above -5 degrees C. Combining numerical experiment with mixture theory, the equivalent thermal conductivity of freezing rock is also studied which is proved to be well expressed by exponential weighted mean model. Then the governing equations for THM coupling of freezing rock under low temperature are deduced based on energy conservation law, mass conservation law and the principle of static equilibrium considering water/ice phase transition. Those equations include the effects of seepage velocity and latent heat of phase transition on heat transfer, the influences of segragation potential and volume strain on water flow, and the impacts of temperature and pore water/ice pressure on frost heaving strain. Compared with a famous coupled THM laboratory test conducted by Neaupane and Yamabe, the proposed THM model has a good prediction of heat conductivity and frost heaving strain for freezing rock. |
| WOS研究方向 | Engineering ; Mining & Mineral Processing |
| 语种 | 英语 |
| WOS记录号 | WOS:000425532300021 |
| 出版者 | PERGAMON-ELSEVIER SCIENCE LTD |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/4233]  |
| 专题 | 岩土力学所知识全产出_期刊论文 国家重点实验室知识产出_期刊论文 |
| 作者单位 | 1.Hubei Key Lab Efficient Utilizat & Agglomerat Met ; 2.Wuhan Univ Sci & Technol, Sch Resources & Environm Engn ; 3.Changan Univ, Sch Highway 4.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn ; |
| 推荐引用方式 GB/T 7714 | Huang, Shibing,Liu, Quansheng,Cheng, Aiping,et al. A fully coupled thermo-hydro-mechanical model including the determination of coupling parameters for freezing rock[J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES,2018,103:205-214. |
| APA | Huang, Shibing,Liu, Quansheng,Cheng, Aiping,Liu, Yanzhang,&Liu, Guofeng.(2018).A fully coupled thermo-hydro-mechanical model including the determination of coupling parameters for freezing rock.INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES,103,205-214. |
| MLA | Huang, Shibing,et al."A fully coupled thermo-hydro-mechanical model including the determination of coupling parameters for freezing rock".INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES 103(2018):205-214. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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