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- W2741659387 abstract "Theoretical and Experimental Research on geo-mechanical processes that occur in the execution of underground excavations show that by strengthening the rock with sustaining anchored makes possible the increasing its resistance at shear and traction stress, with forming and involvement of consolidated area, very shortly after completion in taking over the stresses. As a particular expression of its specific work regime, the interaction mechanism in anchor-rock system, accepted by most specialists, must be properly elucidated and evaluated, constituting the main argument in the parameters and opportunity calculation of the use of anchored sustaining for different and various conditions and rocks type. In this case, the design of anchored sustaining depends on many factors, depending upon, the technical literature provides a series of hypothesis that seek to characterize the work regime and the calculation of parameters for this type of sustaining, one of which is the hypothesis of non elastic deformation area or of its influence over the secondary status for stress-strain, based on the assumption that the anchors are creating the consolidation of rocks, modifying, in a positive sense, the new created secondary status the stress with their installation, fact that is the subject of this paper." @default.
- W2741659387 created "2017-08-08" @default.
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- W2741659387 date "2014-01-01" @default.
- W2741659387 modified "2023-09-26" @default.
- W2741659387 title "CALCULATION OF SUSTAINING SYSTEM WITH SUPPORT ANCHORS BASED ON THE AREA OF NOT ELASTIC DEFORMATIONS FROM AROUND UNDERGROUND EXCAVATIONS" @default.
- W2741659387 hasPublicationYear "2014" @default.
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