中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Analyses of strength and deformation of an artificially frozen soil wall in underground engineering

文献类型:期刊论文

作者Ma, W; Chang, XX
刊名COLD REGIONS SCIENCE AND TECHNOLOGY
出版日期2002-02-01
卷号34期号:1页码:11-17
关键词frozen soil loading and unloading yield strength failure strain
ISSN号0165-232X
通讯作者Ma, W()
英文摘要In general, an excavated foundation places the surrounding soil in a state of unloading. By simulating the consolidating and freezing processes of a foundation and then carrying out shear tests under loading and unloading, this project compared changes of yield strength and failure strain under two stress paths and analyzed reasons for the frozen wall failure, It is found that the yield strength under unloading is obviously less than that under loading and the difference of the yield strength between the two stress paths increases with an increasing pressure, but the failure strains under the two stress paths do not differ greatly. With the decrease of temperature, the yield strength and failure strain increase, but the yield strength and failure strain under unloading are obviously less than that under loading, and their difference also increases with a decreasing temperature. This is one of the main reasons for the frozen wall to collapse and the freezing pipes to break with the increase of excavating depth. (C) 2002 Elsevier Science B.V. All rights reserved.
收录类别SCI
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:000173741700002
出版者ELSEVIER SCIENCE BV
URI标识http://www.irgrid.ac.cn/handle/1471x/2556758
专题寒区旱区环境与工程研究所
通讯作者Ma, W
作者单位CAS, CAREERI, State Key Lab Frozen Soil Engn, Lanzhou 730000, Peoples R China
推荐引用方式
GB/T 7714
Ma, W,Chang, XX. Analyses of strength and deformation of an artificially frozen soil wall in underground engineering[J]. COLD REGIONS SCIENCE AND TECHNOLOGY,2002,34(1):11-17.
APA Ma, W,&Chang, XX.(2002).Analyses of strength and deformation of an artificially frozen soil wall in underground engineering.COLD REGIONS SCIENCE AND TECHNOLOGY,34(1),11-17.
MLA Ma, W,et al."Analyses of strength and deformation of an artificially frozen soil wall in underground engineering".COLD REGIONS SCIENCE AND TECHNOLOGY 34.1(2002):11-17.

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来源:寒区旱区环境与工程研究所

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