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Strain associated with failure in tension for a porous rock

✍ Scribed by N Passas; C. Butenuth; M H de Freitas; C Butenuth

Book ID
106263724
Publisher
Springer
Year
1998
Tongue
English
Weight
650 KB
Volume
57
Category
Article
ISSN
1435-9529

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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