中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
The Effect of Confining Pressure and Water Content on Compressive Strength and Deformation of Ice-Rich Silty Sand

文献类型:期刊论文

作者Zhang, Shujuan; Du, Haimin; Harbor, Jon
刊名PERMAFROST AND PERIGLACIAL PROCESSES
出版日期2017
卷号28期号:1页码:298-305
关键词ice-rich compressive test strength deformation volumetric ice content confining pressure
ISSN号1045-6740
DOI10.1002/ppp.1906
通讯作者Zhang, Shujuan(sjzhang@lzb.ac.cn)
英文摘要The characteristics of ice-rich frozen soils are important to engineering design in cold-climate regions. Previous work has concentrated on uniaxial strength properties, and limited data exist on triaxial strength and deformation as a function of volumetric ice content and confining pressure. Triaxial compressive tests carried out on ice-rich frozen silty sand indicated that the strength decreases to a minimum and then increases up to that of pure ice for a range of volumetric ice contents. However, the effect of confining pressure on the strength depends on the volumetric ice content itself. The strength was at a nearly constant minimum level when the volumetric ice content was between 48.2 and 65.1 per cent, dominated by the cohesion of the ice matrix. In contrast, at volumetric ice contents of>27.2 to<50.2 per cent and>80.9 per cent, the strength increased with increasing confining pressure. The volumetric ice contents corresponding to maximum failure strain and minimum strength were 50.2 and 61.9 per cent, respectively. Thus, in this range an increase of about 10 per cent in volumetric ice content causes the failure strain to drop to the value for pure ice. The results indicate that there is a transition zone when the volumetric ice content is between 50.2 and 61.9 per cent that separates sample behaviour from that of frozen soil to that of pure ice. Copyright (c) 2016 John Wiley & Sons, Ltd.
收录类别SCI
WOS关键词FROZEN SAND ; SHEAR-STRENGTH ; PERMAFROST ; SOIL
WOS研究方向Physical Geography ; Geology
WOS类目Geography, Physical ; Geology
语种英语
WOS记录号WOS:000394429900024
出版者WILEY-BLACKWELL
URI标识http://www.irgrid.ac.cn/handle/1471x/2557601
专题寒区旱区环境与工程研究所
通讯作者Zhang, Shujuan
作者单位Chinese Acad Sci, 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
Zhang, Shujuan,Du, Haimin,Harbor, Jon. The Effect of Confining Pressure and Water Content on Compressive Strength and Deformation of Ice-Rich Silty Sand[J]. PERMAFROST AND PERIGLACIAL PROCESSES,2017,28(1):298-305.
APA Zhang, Shujuan,Du, Haimin,&Harbor, Jon.(2017).The Effect of Confining Pressure and Water Content on Compressive Strength and Deformation of Ice-Rich Silty Sand.PERMAFROST AND PERIGLACIAL PROCESSES,28(1),298-305.
MLA Zhang, Shujuan,et al."The Effect of Confining Pressure and Water Content on Compressive Strength and Deformation of Ice-Rich Silty Sand".PERMAFROST AND PERIGLACIAL PROCESSES 28.1(2017):298-305.

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来源:寒区旱区环境与工程研究所

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