A general analytical solution for the required anchor force in rock slopes with toppling failure

By C. Sagaseta, J. M. Sánchez, J. Cañizal. 2001

93 citations recorded by the source corpus.

Subfields: Management, Monitoring, Policy and Law, Mechanics of Materials, Safety, Risk, Reliability and Quality

View Paper: https://www.semanticscholar.org/paper/141cc5087de4953b9ed2b19cbb1f19efd3b5da63

How researchers see this paper

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

In Management, Monitoring, Policy and Law

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

In Mechanics of Materials

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): “As examples of the procedure, a realistic case (Sagaseta et al. 2001) and an idealized case (Hoek and Bray 1981) are analysed as follows.”
• Improved analytical solution for toppling stability analysis of rock slopes (2008, background): “[16] extended the continuum solution to incorporate the geometrical condition where the base line is not normal to the dip of the dominant discontinuities.”