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Upper-bound solutions for face stability of circular tunnel in purely cohesive soil using continuous rotational velocity field

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  • Affiliation of Author(s):齐鲁交通学院

  • Journal:Soils and Foundations

  • Key Words:Face stability;Soil arching effect;Limit analysis theory;Slip-line theory;Failure mechanism

  • First Author:丁万涛

  • Document Code:1395245269125173250

  • Volume:58

  • Issue:6

  • Page Number:1511-1525

  • Number of Words:9

  • Translation or Not:no

  • Date of Publication:2018-12-01

  • Date of Publication:2018-12-01
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