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DOI | 10.1016/j.ijplas.2018.04.007 |
An elastoplastic model for saturated freezing soils based on thermo-poromechanics | |
Liu, Enlong; Lai, Yuanming![]() | |
发表日期 | 2018 |
ISSN | 0749-6419 |
EISSN | 1879-2154 |
起始页码 | 246 |
结束页码 | 285 |
卷号 | 107 |
英文摘要 | An elastoplastic theory for saturated freezing soils is presented on the basis of thermo-poromechanics. A saturated freezing soil considered as an open system and both Eulerian and Lagrangian formulations considering the phase transition between ice crystals and unfrozen water are given for mass conservation, momentum balance, kinetic energy theorem, first and second thermodynamics, the Clausius-Duhem inequality and conduction laws for fluid mass and heat. Using the Lagrangian saturation and considering solid-fluid interface interactions, a constitutive model for poro-elastoplastic saturated freezing soils is formulated based on the irreversible process. For isotropic linear thermo-poro-elasticity and ideal plasticity, the stress strain relationship for saturated freezing soils considering the influence of temperature and interface energy is proposed. In addition, for hardening plasticity, the general stress strain relationship is formulated under the conditions that the associated or non-associated flow rule is assumed, and a corresponding constitutive model is presented to model the cryogenic triaxal compression of saturated frozen soils. The constitutive theory proposed here provides a potential basis for modelling thermo-hydro-mechanical coupling interactions of saturated soils during the freezing process. |
英文关键词 | Thermoporomechanics; Saturated freezing soils; Constitutive model; Elastoplastic theory; Thermodynamics |
语种 | 英语 |
WOS研究方向 | Engineering ; Materials Science ; Mechanics |
WOS类目 | Engineering, Mechanical ; Materials Science, Multidisciplinary ; Mechanics |
WOS关键词 | CONSTITUTIVE MODEL ; GENERAL-THEORY ; COUPLED WATER ; FROST HEAVE ; DEFORMATION ; TEMPERATURE ; SIMULATION ; CRITERION ; FRAMEWORK ; BEHAVIOR |
WOS记录号 | WOS:000437999800012 |
来源期刊 | INTERNATIONAL JOURNAL OF PLASTICITY
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文献类型 | 期刊论文 |
条目标识符 | http://gcip.llas.ac.cn/handle/2XKMVOVA/239467 |
作者单位 | [Liu, Enlong; Lai, Yuanming] Chinese Acad Sci, State Key Lab Frozen Soil Engn, Northwest Inst Ecoenvironm & Resources, Lanzhou 730000, Gansu, Peoples R China; [Liu, Enlong] Sichuan Univ, Coll Water Resource & Hydropower, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China; [Wong, Henry] ENTPE, CNRS, UMR 5513, LTDS, F-69120 Vaulix En Velin, France; [Feng, Jili] China Univ Min & Technol Beijing, Sch Mech & Civil Engn, Beijing 100083, Peoples R China |
推荐引用方式 GB/T 7714 | Liu, Enlong,Lai, Yuanming,Wong, Henry,et al. An elastoplastic model for saturated freezing soils based on thermo-poromechanics[J],2018,107. |
APA | Liu, Enlong,Lai, Yuanming,Wong, Henry,&Feng, Jili.(2018).An elastoplastic model for saturated freezing soils based on thermo-poromechanics.INTERNATIONAL JOURNAL OF PLASTICITY,107. |
MLA | Liu, Enlong,et al."An elastoplastic model for saturated freezing soils based on thermo-poromechanics".INTERNATIONAL JOURNAL OF PLASTICITY 107(2018). |
条目包含的文件 | 条目无相关文件。 |
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