Improved analytical solution for toppling stability analysis of rock slopes

By C. H. Liu, Mark B. Jaksa, A. Meyers. 2008

52 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law, Safety, Risk, Reliability and Quality

View Paper: https://www.semanticscholar.org/paper/b8776ba8ac348dd0b28dd33989a05a3db8afc06e

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. A. Meyers
2. Mark B. Jaksa
3. C. H. Liu

In Management, Monitoring, Policy and Law

1. A. Meyers
2. Mark B. Jaksa
3. C. H. Liu

In Safety, Risk, Reliability and Quality

1. A. Meyers
2. Mark B. Jaksa
3. C. H. Liu

Citations in the corpus

• A transfer coefficient method for rock slope toppling (2009, methodology): “The authors (Liu et al. 2008) improved the solution and identified that the transition position should be determined by applying the limit friction equilibrium condition at the block base and that, when the slenderness ratio (defined as the ratio of the height of the block at the crest to the block ”