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- W2372859892 abstract "Based on geological survey,each rock block of anti-dip slope is supposed to be a cantilever beam influenced by deadweight moment and external force,and the failure mode is studied with bending and tension-crack model.The mechanical model of anti-dip layered rock slope is established with mechanical analysis.Based upon maximum tensile stress theory,the slope stability is judged with toppling instability criterion of each block.Besides,the influencing factors of anti-dip slope toppling failure are analyzed quantitatively.The results show that the toppling failure of anti-dip slope occurs on the boundaries of each block.There is a linear relationship between volume weight and the tensile stress of each block,a second power function between height and the tensile stress,a negative one twice power function between width and the tensile stress.The toppling failure will be more obvious,as the rock block is heavier,higher and wider.Meanwhile,the toppling failure will happen when the range of the bottom dip of the rock block meets the suitqble condition,which is bound up with the height and width of the block." @default.
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- W2372859892 date "2011-01-01" @default.
- W2372859892 modified "2023-09-23" @default.
- W2372859892 title "Mechanical Models of Anti-Dip Layered Rock Slope Toppling Failure" @default.
- W2372859892 hasPublicationYear "2011" @default.
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