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Experimental and theoretical studies on the creep behavior of warm ice-rich frozen sand

文献类型:期刊论文

作者Yang, Yugui; Lai, Yuanming; Chang, Xiaoxiao
刊名COLD REGIONS SCIENCE AND TECHNOLOGY
出版日期2010-08-01
卷号63期号:1-2页码:61-67
关键词Warm ice-rich frozen sand Creep Constitutive model Stability of embankment
ISSN号0165-232X
DOI10.1016/j.coldregions.2010.04.011
通讯作者Lai, Yuanming(ymlai@lzb.ac.cn)
英文摘要It is recognized experimentally that the creep property of warm ice-rich frozen soils will cause a significant deformation, which affects the stability of infrastructure constructed in permafrost regions. In this paper, the creep behavior of warm ice-rich frozen sand is investigated through a series of experimental data under different stress levels at temperatures of -1.0 degrees C, -1.5 degrees C and -2.0 degrees C, respectively. The results showed that the creep characteristic of warm ice-rich frozen sand is greatly affected by the stress levels. The creep curves mainly present the decaying and the stable creep stages under low stress levels. However, under high stress levels, once the strain increasing to critical value, the creep strain velocity gradually increases and the specimen quickly happen to destroy. To reproduce the creep process of warm ice-rich frozen sand, a statistical damage constitutive model, in which the Weibull function is employed to describe the random distribution of inner flaw in creep process, is proposed based on the experimental results. The validity of the model is verified by comparing its modeling results with the results of creep tests both under low and high stress levels. It is found that the results predicted by this model agree well with the corresponding experimental data. (C) 2010 Elsevier B.V. All rights reserved.
收录类别SCI
WOS关键词DAMAGE CONSTITUTIVE MODEL ; QINGHAI-TIBET RAILWAY ; TEMPERATURE ; EMBANKMENT ; CLAY
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:000280023600007
出版者ELSEVIER SCIENCE BV
URI标识http://www.irgrid.ac.cn/handle/1471x/2556333
专题寒区旱区环境与工程研究所
通讯作者Lai, Yuanming
作者单位Chinese Acad Sci, Lanzhou Inst Chem Phys, Cold & Arid Reg Environm & Engn Res Inst, State Key Lab Frozen Soil Engn, Lanzhou 730000, Peoples R China
推荐引用方式
GB/T 7714
Yang, Yugui,Lai, Yuanming,Chang, Xiaoxiao. Experimental and theoretical studies on the creep behavior of warm ice-rich frozen sand[J]. COLD REGIONS SCIENCE AND TECHNOLOGY,2010,63(1-2):61-67.
APA Yang, Yugui,Lai, Yuanming,&Chang, Xiaoxiao.(2010).Experimental and theoretical studies on the creep behavior of warm ice-rich frozen sand.COLD REGIONS SCIENCE AND TECHNOLOGY,63(1-2),61-67.
MLA Yang, Yugui,et al."Experimental and theoretical studies on the creep behavior of warm ice-rich frozen sand".COLD REGIONS SCIENCE AND TECHNOLOGY 63.1-2(2010):61-67.

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来源:寒区旱区环境与工程研究所

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