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DOI10.1007/s11440-018-0720-z
Variations of the temperatures and volumetric unfrozen water contents of fine-grained soils during a freezing–thawing process
Zhang M.;   Zhang X.;   Lai Y.;   Lu J.;   Wang C.
发表日期2018
ISSN18611125
英文摘要In this study, the variations of the temperatures and volumetric unfrozen water contents for two fine-grained soils (i.e., silty clay and silt) with high degrees of saturation during a freezing–thawing process were experimentally studied. Experimental results show that for the two soils, the supercooling phenomenon only happens in the early stage of freezing process, and the supercooling temperature and its duration of the silty clay are both larger than those of the silt under similar temperatures; furthermore, the hysteresis effect of volumetric unfrozen water content exists during the whole freezing–thawing process, and the maximum hysteresis levels both occur at the soil freezing points; however, the maximum value of the hysteresis level of the silt is larger than that of the silty clay. © 2018, Springer-Verlag GmbH Germany, part of Springer Nature.
英文关键词Fine-grained soil; Freezing–thawing process; Hysteresis effect; Supercooling temperature; Volumetric unfrozen water content
URLhttps://www2.scopus.com/inward/record.uri?eid=2-s2.0-85055941050&doi=10.1007%2fs11440-018-0720-z&partnerID=40&md5=582b441f3a4beb4d45ffe4a6b81dc7be
语种英语
来源期刊Acta Geotechnica
来源机构中国科学院西北生态环境资源研究院
文献类型期刊论文
条目标识符http://gcip.llas.ac.cn/handle/2XKMVOVA/77147
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Zhang M.; Zhang X.; Lai Y.; Lu J.; Wang C.. Variations of the temperatures and volumetric unfrozen water contents of fine-grained soils during a freezing–thawing process[J]. 中国科学院西北生态环境资源研究院,2018.
APA Zhang M.; Zhang X.; Lai Y.; Lu J.; Wang C..(2018).Variations of the temperatures and volumetric unfrozen water contents of fine-grained soils during a freezing–thawing process.Acta Geotechnica.
MLA Zhang M.; Zhang X.; Lai Y.; Lu J.; Wang C.."Variations of the temperatures and volumetric unfrozen water contents of fine-grained soils during a freezing–thawing process".Acta Geotechnica (2018).
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