Effect of freeze-thaw cycles in mechanical behaviors of frozen loess
文献类型:期刊论文
作者 | Zhou, Zhiwei; Ma, Wei; Zhang, Shujuan; Mu, Yanhu; Li, Guoyu |
刊名 | COLD REGIONS SCIENCE AND TECHNOLOGY
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出版日期 | 2018-02-01 |
卷号 | 146页码:9-18 |
关键词 | Frozen soils Freeze-thaw cycles Mechanical behaviors Constitutive model |
ISSN号 | 0165-232X |
DOI | 10.1016/j.coldregions.2017.11.011 |
通讯作者 | Ma, Wei(mawei@lzb.ac.cn) |
英文摘要 | A series of triaxial compression, creep and stress relaxation tests at temperature of - 6 degrees C were conducted on frozen loess, experienced different freeze-thaw numbers (0-12times), in order to study the thermal cycling effect in mechanical behaviors. The freeze-thaw process has a strong influence in the mechanical behaviors of frozen loess. The strength, stiffness and viscosity properties of frozen loess weaken gradually with the increase of the freeze-thaw procedure until the cycle number gets to the critical value for steady state of soil sample. The freezing low temperature ranged from - 6 degrees C to - 12 degrees C has no evident effect in the testing results of same freeze-thaw numbers. The strength distribution loci of frozen loess in the equivalent stress-mean stress space exhibits a unidirectional shrinkage over the range of the freeze-thaw process studied. Triaxial strength characteristics of frozen loess, experienced different freeze-thaw numbers, are more in agreement with the Ma's failure criterion for frozen soils (Ma a al., 1993). The stiffness properties (elastic modulus, elastoplastic coupled degree and damage degree) and the viscosity properties (relaxing stress, stable relaxation time, stable creep rate and viscoelastic modulus) of frozen loess both depend on the freeze-thaw process. The microstructure change of frozen loess induced by the thermal cycling effect is analyzed detailly so as to explore the micro-mechanism of property degeneration. Finally, a developed constitutive model, considering the freeze-thaw and confining pressure effect, is proposed to research and predict the triaxial strength and deformation characteristics of frozen loess experienced different thermal cycling process. |
收录类别 | SCI |
WOS关键词 | CONSTITUTIVE MODEL ; PERMAFROST REGIONS ; SILTY SAND ; ENERGY-DISSIPATION ; SOILS ; STRENGTH ; TEMPERATURE ; CRITERION ; CLAY ; DESIGN |
WOS研究方向 | Engineering ; Geology |
WOS类目 | Engineering, Environmental ; Engineering, Civil ; Geosciences, Multidisciplinary |
语种 | 英语 |
WOS记录号 | WOS:000423963300002 |
出版者 | ELSEVIER SCIENCE BV |
URI标识 | http://www.irgrid.ac.cn/handle/1471x/2558082 |
专题 | 寒区旱区环境与工程研究所 |
通讯作者 | Ma, Wei |
作者单位 | Chinese Acad Sci, Cold & Arid Reg Environm & Engn Res Inst, State Key Lab Frozen Soil Engn, Lanzhou 730000, Gansu, Peoples R China |
推荐引用方式 GB/T 7714 | Zhou, Zhiwei,Ma, Wei,Zhang, Shujuan,et al. Effect of freeze-thaw cycles in mechanical behaviors of frozen loess[J]. COLD REGIONS SCIENCE AND TECHNOLOGY,2018,146:9-18. |
APA | Zhou, Zhiwei,Ma, Wei,Zhang, Shujuan,Mu, Yanhu,&Li, Guoyu.(2018).Effect of freeze-thaw cycles in mechanical behaviors of frozen loess.COLD REGIONS SCIENCE AND TECHNOLOGY,146,9-18. |
MLA | Zhou, Zhiwei,et al."Effect of freeze-thaw cycles in mechanical behaviors of frozen loess".COLD REGIONS SCIENCE AND TECHNOLOGY 146(2018):9-18. |
入库方式: iSwitch采集
来源:寒区旱区环境与工程研究所
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