Please use this identifier to cite or link to this item: https://idr.nitk.ac.in/jspui/handle/123456789/11033
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dc.contributor.authorLakshminarayana, C.R.
dc.contributor.authorTripathi, A.K.
dc.contributor.authorPal, S.K.
dc.date.accessioned2020-03-31T08:30:44Z-
dc.date.available2020-03-31T08:30:44Z-
dc.date.issued2019
dc.identifier.citationJournal of The Institution of Engineers (India): Series D, 2019, Vol.100, 2, pp.177-186en_US
dc.identifier.urihttp://idr.nitk.ac.in/jspui/handle/123456789/11033-
dc.description.abstractDuring the preliminary stage of rock engineering projects, the estimation of mechanical properties of rocks is most often required. The requirement of a large number of high-quality rock core samples is the major drawback when the mechanical rock properties are to be determined in a well-established rock mechanics laboratory. In this study, an attempt is made to estimate the uniaxial compressive strength and Brazilian tensile strength of sedimentary rocks using the selected mechanical drilling operating parameters obtained during the rotary drilling. The operating measured parameters such as the weight on bit or thrust and the vibration frequency induced at machine or drill head were acquired using the drill tool dynamometer and sound/vibration data acquisition system, respectively. The mathematical models were developed considering the drilling operational parameters (drill bit diameter, drill bit speed and penetration rate) and measured mechanical parameters (thrust and vibration frequency). The prediction potential of the developed models was assessed by the prediction performance indices. The outcome results revealed that the developed mathematical model using the approached method is significant and can be conveniently used for the estimation of mechanical properties of rocks during the rotary drilling. 2019, The Institution of Engineers (India).en_US
dc.titleEstimation of Rock Strength Properties Using Selected Mechanical Parameters Obtained During the Rotary Drillingen_US
dc.typeArticleen_US
Appears in Collections:1. Journal Articles

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