模态框(Modal)标题

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模态框(Modal)标题

ISSN 1000-0240
CN 62-1072/P
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Figure/Table detail

Analysis of mechanical properties of heterogeneous frozen wall induced by directional seepage
Bin WANG, Chuanxin RONG, Hua CHENG, Haibing CAI
Journal of Glaciology and Geocryology, 2022, 44(3): 1011-1020.   DOI: 10.7522/j.issn.1000-0240.2022.0011

弹性模量E/MPa黏聚力c/MPa内摩擦φ/(°)泊松比
-8.074T+35.41-0.174T+0.8033.50.27
Table 3 Mechanical parameters of frozen soil
Other figure/table from this article
  • Fig. 1 Temperature distribution of the "dangerous section" of the frozen wall under the action
  • Table 1 Expressions of η and ω in different strength criteria
  • Fig.2 Mechanical model of "dangerous section" of frozen wall under groundwater
  • Table 2 Freezing parameters of central wind shaft in Panyi Mine
  • Fig.3 The temperature distribution law of the "dangerous section" of the frozen wall under the action of groundwater at different flow rates
  • Fig.4 Fitting curve of freezing wall thickness with the change of groundwater velocity
  • Table 4 Calculation parameters of freezing temperature field
  • Fig.5 Calculation results of elastic ultimate bearing capacity of frozen wall
  • Fig.6 Calculation results of plastic ultimate bearing capacity of frozen wall
  • Fig. 7 Stress distribution curve of frozen wall under elastic limit state
  • Fig. 8 Stress distribution curve of frozen wall under plastic limit state
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