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- W2367720970 abstract "In order to analyze the effects of disposing spacing of the new type of recoverable anchor groups on the anchoring properties,the formulas for the shear stress along the anchoring section with different disposing spacings were first deduced based on Kelvin's solution.Then,the distribution of shear stress along the anchoring section was calculated using the general parameters of rock and soil.Finally,three-dimensional finite element consolidation models for the new type of recoverable anchor groups with different disposing spacings were established,numerical simulations were conducted,and the correctness of the theoretical analysis was validated.The results indicate that the results calculated with the proposed formulas are in agreement with those of the numerical simulation.The effect of different disposing spacings in rock on the anchoring properties is very small,but in soil it is very large.As the disposing spacing is reduced,so is the peak value of the shear stress along the anchoring section.This should receive special consideration in project construction." @default.
- W2367720970 created "2016-06-24" @default.
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- W2367720970 date "2009-01-01" @default.
- W2367720970 modified "2023-09-24" @default.
- W2367720970 title "Effects of the new type of recoverable anchor groups with different disposing spacings" @default.
- W2367720970 hasPublicationYear "2009" @default.
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