Hasil Uji Similaritas_ANALYSIS OF TUNNEL STABILITY IN VERY WEAK ROCK

EVENY, OFFI NUR and ARIYANTO, ARIYANTO and SUTOYO, HERU DWIRIAWAN and SAPTONO, Singgih (2019) Hasil Uji Similaritas_ANALYSIS OF TUNNEL STABILITY IN VERY WEAK ROCK. GLOBAL JOURNAL OF ENGINEERING SCIENCE AND RESEARCHES.

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Abstract

In this research, the classification and characterization of rock masses did not use Rock Mass Rating (RMR), because some parameters of the RMR such asjoint spaces, joint conditions namely, apertures, persistence, joint fillings could not be determined during the study, so rock mass classified could be determined by compressive strength using the pocket penetrometer. Tunnel stability in very weak rock was analyzed using numerical modeling, the numerical modeling method used was the finite element method with RS 2019 software (Rocscience). Tunnel stability was assessed bytunnel displacement, strength factors, and probability of failure based on support capacity.

Item Type: Other
Subjects: T Technology > TN Mining engineering. Metallurgy
Divisions: Faculty of Engineering, Science and Mathematics > School of Engineering Sciences
Depositing User: Nurul Alifah Rahmawati
Date Deposited: 10 Nov 2021 04:23
Last Modified: 10 Nov 2021 04:23
URI: http://eprints.upnyk.ac.id/id/eprint/27015

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