ePrints@IIScePrints@IISc Home | About | Browse | Latest Additions | Advanced Search | Contact | Help

Lower bound limit analysis for an axisymmetric problem in rock mass using power cone programming

Rahaman, O and Kumar, J (2022) Lower bound limit analysis for an axisymmetric problem in rock mass using power cone programming. In: International Journal for Numerical and Analytical Methods in Geomechanics .

Full text not available from this repository.
Official URL: https://doi.org/10.1002/nag.3324

Abstract

By using the lower bound finite elements limit analysis (LB-FELA) and the power cone programming (PCP), a methodology has been introduced to solve an axisymmetric stability problem with the usage of the generalized Hoek and Brown (GHB) yield criterion- applicable for rock mass. The formulation involves the application of the GHB yield criterion in its native form without any smoothing and it does not require any assumption associated with the circumferential stress (�θ). The efficacy of the proposed formulation in a rock mass has been demonstrated by determining (i) the bearing capacity of a circular footing, (ii) the stability numbers for an unsupported vertical cylindrical excavation, and (iii) the vertical uplift capacity of a circular horizontal anchor. The obtained solutions have been compared with that reported in literature. Failure patterns for each problem have also been explored. For the anchor problem, for no solution is reported with the usage of the GHB criterion, the influences of different material yield parameters (GSI, mi, and �ci), unit weight of rock mass (γ), and the embedment ratio (H/B) of the anchor on the uplift capacity have been comprehensively examined. © 2022 John Wiley & Sons Ltd.

Item Type: Journal Article
Publication: International Journal for Numerical and Analytical Methods in Geomechanics
Publisher: John Wiley and Sons Ltd
Additional Information: The copyright for this article belongs to John Wiley and Sons Ltd
Keywords: Rocks, Axisymmetric; Axisymmetric problems; Finite element limit analysis; Low bound; Lower bound limit analysis; Power; Rock-mass; Stability problem; Uplift capacity; Yield criterion, Rock mechanics
Department/Centre: Division of Mechanical Sciences > Civil Engineering
Date Deposited: 20 Jan 2022 06:50
Last Modified: 20 Jan 2022 06:50
URI: http://eprints.iisc.ac.in/id/eprint/70975

Actions (login required)

View Item View Item