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- W2394024801 abstract "In consideration of the soil arch effect between anti-slide piles,the static equilibrium conditions between the soil piles in a limit state and the compliance of Mohr-Coulomb failure criterion in the dome section and arch foot triangular compression zone,a calculation formula for the anti-slide pile spacing is developed.In the formula,the effect of thrusting force distribution is taken into account.A section of slide in Tunhuang highway in Anhui Province is cited to verify the formula.The computed result is consistent with the one in the field.Through the reinforcement of the slope and the stability analysis before and after the reinforcement,it is proved that by setting the anti-slide pile and applying a reasonable space between piles,the overall stability of the slope can be improved effectively." @default.
- W2394024801 created "2016-06-24" @default.
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- W2394024801 date "2010-01-01" @default.
- W2394024801 modified "2023-09-25" @default.
- W2394024801 title "Method for determining rational space between anti-slide piles in slope projects" @default.
- W2394024801 hasPublicationYear "2010" @default.
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