A general analytical solution for the re
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Sagaseta, C. ;SΓ‘nchez, J.M. ;CaΓ±izal, J.
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Article
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2001
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Elsevier Science
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English
β 463 KB
A general analytical solution is presented for the limit equilibrium of block toppling failure in rock slopes. The method follows the well-known solution of Goodman and Bray, but with infinitesimal thickness of blocks. This leads to a set of ordinary differential equations that can be integrated in