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Application Geological Strength Index (GSI ) quantification method on the characterization of carbonate rock mass

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Języki publikacji
EN
Abstrakty
EN
Determining GSI as a representation of the presence of rock mass in slope analysis continues to develop. The development of the quantitative GSI method was carried out because the basic (qualitative) GSI values were deemed too subjective so the results from the use of the quantitative GSI were expected to be more objective and accurate. The method used is to combine 3 GSI quantitative methods to find GSI based on surface conditions and joint structure. The results showed that the quantitative GSI value was smaller than the GSI predictive value (qualitative). The GSI approach with RQD and UCS parameters is also presented to describe rock mass conditions due to changes in GSI values, and the third result shows a directly proportional relationship, the greater the GSI value, the greater the RQD and UCS values. The combined application of these three quantification methods is suitable for slopes that have not been properly exposed so that surface and structural conditions can only be seen from visual observations of outcrops and some initial construction slopes.
Rocznik
Strony
227--239
Opis fizyczny
Bibliogr. 10 poz.
Twórcy
  • Universitas Pembangunan Nasional “Veteran” Yogyakarta, Mining Engineering Department, Indonesia
  • Universitas Pembangunan Nasional “Veteran” Yogyakarta, Mining Engineering Department, Indonesia
Bibliografia
  • [1] Cai M, Kaiser PK, Uno H, Tasaka Y, Minami M. Estimation of rock mass deformation modulus and strength of jointed hard rock masses using the GSI system. Int J Rock Mech Min Sci 2004;41:3-19.
  • [2] Hoek E, Brown ET. The Hoek-Brown failure criterion and GSI - 2018 edition. J Rock Mech Geotech Eng 2018:1-19.
  • [3] Hoek E, Carter TG, Diederichs MS. Quantification of the geological strength Index chart. San Francisco, CA, USA: Proceedings of the 47th US rock mechanics/geomechanics symposium; 2013.
  • [4] Hoek E, Kaiser PK, Bawden WF. Support of underground excavations in hard rock. Rotterdam: Balkema; 1995.
  • [5] Marinos P, Hoek E. GSI: a geologically friendly tool for rock mass strength estimation. Melbourne: Proceedings of the GeoEng2000Conference; 2000. p. 1422-42.
  • [6] Onyango JA, Sasaoka T, Shimada H, Hamanaka A, Moses D, Tumelo D. Evaluating rock mass properties of vipingo coral limestone quarry based on a modified Geological Strength Index (GSI) and state of karstification. Open J Geol 2022;12:57-79.
  • [7] Osgoui RR, Ulusay R, Unal E. An assistant tool for the Geological Strength Index to better characterize poor and very poor rock masses. Int J Rock Mech Min Sci 2010;47:690-7.
  • [8] Sjoberg J. Large scale slope stability in open pit mining. Lulea: Lulea University of Technology: Division of Rock Mechanics; 1996.
  • [9] Sonmez H, Ulusay R. Modifications to the Geological Strength Index (GSI ) and their applicability to stability of slopes. Int J Rock Mech Min Sci 1999;36:743-60.
  • [10] Spago A, Jovanovski M. Applicability of the Geological Strength Index (GSI ) classification for carbonate rock mass. 11-13 April 2019. ISRM Specialized Conference and 8th Conference of Croatian Geotechnical Society Geotechnical Challenges in Karst, Split, Croatia; 2019. p. 395-400.
Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2024).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-8755fa64-6ccc-4d67-ab3c-207c6447313d
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