Application of Sliding Block Computation Model in Stability Evaluation for Anchored Rockmass Slope

Abstract:

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Based on the basic idea of Sara method, A sliding block computational model for the anchored slope is established in this paper after taking into consideration the action of earthquake and influence of underground water as well as the supporting effect of rock-bolts . This model has been applied to stability analysis for the high slope project of a hydropower station and conclusions of significance to engineering design has been got.

Info:

Periodical:

Key Engineering Materials (Volumes 306-308)

Edited by:

Ichsan Setya Putra and Djoko Suharto

Pages:

1515-0

DOI:

10.4028/www.scientific.net/KEM.306-308.1515

Citation:

Q. Y. Zhang et al., "Application of Sliding Block Computation Model in Stability Evaluation for Anchored Rockmass Slope", Key Engineering Materials, Vols. 306-308, pp. 1515-0, 2006

Online since:

March 2006

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Price:

$35.00

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