中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
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
出版日期2018-02-01
卷号146页码:9-18
ISSN号0165-232X
关键词Frozen soils Freeze-thaw cycles Mechanical behaviors Constitutive model
DOI10.1016/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
出版者ELSEVIER SCIENCE BV
WOS记录号WOS:000423963300002
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.

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来源:寒区旱区环境与工程研究所

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