Erratum: "A general analytical solution for the required anchor force in rock slopes with toppling failure" (International Journal of Rock Mechanics and Mining Sciences (2001) vol. 38 (421-435) 10.1016/S1365-1609(01)00011-9);A general analytical solution for the required anchor force in rock slopes with toppling failure

International Journal of Rock Mechanics and Mining Sciences

Volumn 38, Issue 3, 2001, Pages 421-435

  Sagaseta, C ^a   Sanchez J M ^a   Canizal J ^a  

^a UNIVERSITY OF CANTABRIA   (Spain)

Author keywords

[No Author keywords available]

Indexed keywords

DIFFERENTIAL EQUATIONS; GEOMETRY; ROCKS; SLOPE STABILITY;

LINEAR REDUCTION;

ROCK MECHANICS;

ANCHOR; FAILURE MECHANISM; SLOPE STABILITY; SLOPE STABILIZATION;

EID: 0035301413     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijrmms.2005.04.010     Document Type: Erratum

References (12)

1. Toppling of rock slopes
2. Probabilistic stability analysis of block toppling failure in rock slopes
3. Design charts for rock slopes susceptible to toppling
4. Dimensionamiento de anclajes en taludes con vuelco de estratos
5. Analytical solutions for toppling failure
6. On the modes of instability of a rigid block on an inclined plane
7. Simulación en modelo reducido de taludes en rocas diaclasadas
8. The effective failure modes and stability of slopes in rock mass with two discontinuity sets
9. Análisis y soluciones constructivas para rotura por vuelco de dos desmontes del tramo de Autovia Villartelín-Cereixal de la Autovia del Noroeste
10. Correción del talud de la boquilla Norte del túnel de Paracuellos en la nueva Linea de Alta Velocidad Madrid-Zaragoza (Tramo Calatayud-Ricla)
11. Problemática de taludes excavados para la cimentación de las pilas de grandes viaductos