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- W2371115899 abstract "The paper considers the jointed and fractured rock foundation for transmission lines,and a tension model test of grouting bolts is carried out according to the similarity theory.Five factors including the rock modulus of elasticity,the embedded depth of the anchor,the slurry strength,the joint angle and the joint trace length are chosen to carry out the orthogonal test.The test results show that the destruction forms are mainly slip-split failure and slip-shear failure,and that the influences of the rock modulus of elasticity and the embedded depth of the anchor on the uplift bearing capacity are significant.The force transferring mechanism of the anchor is also obtained." @default.
- W2371115899 created "2016-06-24" @default.
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- W2371115899 date "2009-01-01" @default.
- W2371115899 modified "2023-09-23" @default.
- W2371115899 title "Tension model test study on grouting bolts of fractured rock mass foundation for transmission lines" @default.
- W2371115899 hasPublicationYear "2009" @default.
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