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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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    • Institution:齐鲁交通学院

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

    • 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

    • Release Time:2022-11-29
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