The effects of staggered and non-staggered joints on the ultimate bearing capacity, load settlement behavior, and failure mechanism with the change of excavation depths

Author:

Biswas Argha,Singh AdityaORCID,Singh Mahendra

Publisher

Elsevier BV

Reference40 articles.

1. Archambault, G., and B. Ladanyi. 1993. Failure of jointed rock masses by kink zone instability: An important and dangerous mode of rupture. In: ISRM EUROCK.

2. An experimental study on ultimate bearing capacity of a foundation in anisotropic rock masses;Bindlish;Rock Mech Tunnel Technol,2012

3. On physically similar systems; illustrations of the use of dimensional equations;Buckingham;Phys Rev,1914

4. Boussinesq., J. 1885. Application des Potentiels a` l’Etude de l’ Equilibre et du Mouvement des Solides, Gauthier-Villars, Paris.

5. Budhu, M. 2010. Soil mechanics and foundations. John Wiley and Sons.

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