Perkembangan Klasifikasi Massa Batuan Rock Mass Rating: Sebuah Literature Review

  • Hakim Erlangga Bernado Sakti
  • Heru Dwiriawan Sutoyo

Abstract

Rock mass classification is one of a method to study the quality of rock mass by rating several input parameters, namely: a. Rock physical and mechanical properties; b. Intensity, geometry and condition of discontinuities; c. Ground water conditions; d. Weathering condition; e. Resistance to weathering processes (slake durability index); and f. Special properties of rocks (e.g., swelling and squeezing of claystone, dissolution of limestone). Rock mass rating (RMR) method is the most widely used rock mass classification method. The methodology that used by the author is the literature review. The rock mass classification studied is limited to three types of methods The RMR that has been developed are RMR89, RMR14, and RMR for Cavity Limestone. The basis for choosing the three methods is because based on the initial literature review, the three methods are considered to almost represent the six input parameters needed in the rock mass classification study. RMR14 has included parameters slake durabity index and RMR for cavity limestones have included condition of the cavity in limestone parameters. There are several empirical among the RMR classifications.

Author Biography

Hakim Erlangga Bernado Sakti

Jurusan Teknik Pertambangan, Institut Teknologi Yogyakarta

References

[1] Siswanto S, Anggraini D. Perbandingan Klasifikasi Massa Batuan Kuantitatif (Q, RMR dan RMi). 2018. Jurnal Geosains dan Teknologi. 2008; 1(2): 67-73.
[2] Agricola G. 1556. De re metallica. H.C. Hoover, L.H. Hoover. 1950. New York: Dover Publications, Inc.
[3] Aydan Ö, Ulusay R, Tokashiki NA. New Rock Mass Quality Rating System: Rock Mass Quality Rating (RMQR) and Its Application to The Estimation Of Geomechanical Characteristics Of Rock Masses. Rock Mechanics and rock engineering. 2013; 47(4): 1255-1276.
[4] Bieniawski ZT. Engineering Rock Mass Classification. Canada: John Wiley and Sons, Inc. 1989.
[5] Celada B, Tardáguila I, Varona P, Rodríguez A, Bieniawski ZT. Innovating Tunnel Design by an Improved Experience-Based RMR System. Proceedings of the World Tunnel Congress. Foz do Iguaçu. 2014: 1-9.
[6] Rusydy I, Al-Huda N. New Rock Mass Classifications for Limestone of The Woyla Group and Its Empirical Relationship In Aceh Province, Indonesia. Carbonates and Evaporites. 2021; 36(15): 1-11.
[7] Zhang Q, Huang X, Zhu H, Li J. Quantitative Assessments of The Correlations Between Rock Mass Rating (RMR) and Geological Strength Index (GSI). Tunnelling and Underground Space Technology. 2019; 83: 73–81.
[8] Lowson AR, Bieniawski ZT. (2013, June). Critical Assessment of RMR Based Tunnel Design Practices: a Practical Engineer’s Approach. Proceedings of the SME, Rapid Excavation and Tunnelling Conference. Washington, DC. 2013: 23-26.
[9] ASTM. D4644–87 (1998). Standard Test Method for Slake Durability of Shales and Similar Weak Rocks. West Conshohocken. ASTM Int. 1998. https://doi.org/10.1520/D4644-87R98.
[10] Wijaya, RAE. Pengembangan Metode Klasifikasi Massa Batuan Untuk Desain Tambang Batugamping Berongga. PhD Thesis. Yogyakarta: Postgraduate Universitas Gadjah Mada; 2016.
[11] Rehman H, Naji AM, Kim JJ, Yoo HK. (2018). Empirical Evaluation of Rock Mass Rating and Tunneling Quality Index System for Tunnel Support Design. Applied Sciences. 2018. 8(5), 782-804.
[12] Song Y. (2021). Discussion on The Paper Entitled “Quantitative Assessments of The Correlations Between Rock Mass Rating (RMR) and Geological Strength Index (GSI)” by Qi Zhang, Xianbin Huang, Hehua Zhu and Jianchun Li, Published in Tunnelling and Underground Space Technology (2019) 83: 73–81. Tunnelling and Underground Space Technology. 2021. 107, 1-3.
Published
2022-11-11
How to Cite
Hakim Erlangga Bernado Sakti and Heru Dwiriawan Sutoyo (2022) “Perkembangan Klasifikasi Massa Batuan Rock Mass Rating: Sebuah Literature Review ”, ReTII, pp. 479–486. Available at: //journal.itny.ac.id/index.php/ReTII/article/view/3685 (Accessed: 26April2024).