
Development of a new method for RMR and Q classification method to optimize support system in tunneling
Asghar RAHMATI, Lohrasb FARAMARZI, Manouchehr SANEI
Front. Struct. Civ. Eng. ›› 2014, Vol. 8 ›› Issue (4) : 448-455.
Development of a new method for RMR and Q classification method to optimize support system in tunneling
Rock mass classification system is very suitable for various engineering design and stability analysis. JH classification method is confirmed by Japan Highway Public Corporation that this method can figure out either strength or deformability of rock mass, further appropriating the amount of rock bolts, thickness of shotcrete, and size of pitch of steel ribs just after the blasting procedure. Based on these advantages of JH method, in this study, according to data of five deep and long tunnels in Iran, two equations for estimating the value of JH method from Q and RMR classification systems were developed. These equations as a new method were able to optimize the support system for Q and RMR classification systems. From JH classification and its application in these case studies, it is pointed out that the JH method for the design of support systems in underground working is more reliable than the Q and RMR classification systems.
JH classification / Q and RMR classification / new method
[1] |
Agricola G, Metallica D R. Translated from the first Latin edition of 1556 by H C Hoover and L H Hoover, 1950. New York: Dover Publications, 1556
|
[2] |
Terzaghi K. Rock Defects and Loads on Tunnel Support. In: Proctor R V, White T, eds. Rock tunneling with steel supports. Youngstown, Ohio: Commercial Shearing & Stamping Co, 1946, 15–99
|
[3] |
Deere D U. Technical description of rock cores for engineer purposes. Rock Mechanics and Engineering Geology, 1964, 1(1): 17–22
|
[4] |
Bieniawski Z T. Engineering classifications of jointed rock masses. Transactions. South African Institution of Civil Engineer, 1973, 15: 335–345
|
[5] |
Bieniawski Z T. Rock Mechanics Design in Mining and Tunnelling. Rotterdam, A.A. Balkema, 1984
|
[6] |
Bieniawski Z T. Engineering Rock Mass Classifications. New York: John Wiley & Sons, 1989
|
[7] |
Barton N, Lien R, Lunde J. Engineering classification of rock masses for the design of tunnel support. Rock Mechanics, 1974, 6(4): 189–236
|
[8] |
Barton N. Geotechnical Design. World Tunnelling, 1991, 406–410
|
[9] |
Barton N. The Influence of Joint Properties in Modelling Jointed Rock Masses. In: Proceedings of the 8th Congress of ISRM. Tokyo, Rotterdam: A.A. Balkema, 1995
|
[10] |
Barton N. Some new Q-value correlations to assist site characteristics and tunnel design. International Journal of Rock Mechanics and Mining Sciences, 2002, 39(2): 185–216
|
[11] |
Wickham G E, Tiedemann H R, Skinner E H. Support determination based on geological predictions. In: Proceedings of the 1st North American Rapid Excavation and Tunnelling Conference. AIME, New York, 1972, 43–64
|
[12] |
Hoek E, Brown E T. Practical estimates of rock mass strength. International Journal of Rock Mechanics and Mining Sciences, 1997, 34(8): 1165–1186
|
[13] |
Palmström A. Combining the RMR, Q and RMi classification systems. Tunnelling and Underground Space Technology, 2009, 24(4): 491–492
|
[14] |
Stille H, Palmström A. Classification as a tool in rock engineering. Tunnelling and Underground Space Technology, 2003, 18(4): 331–345
|
[15] |
Dhawan A K, Joshi A B. The Basic Approach to New Austrian Tunnelling Method, Symposium on Tunnelling, 52nd Board Session, CBIP. New Delhi, 1982, 183–196
|
[16] |
Akagi W, Ito T, Shiroma H, Sano A, Shinji M, Nishi T, Nakagawa K. A proposal of new rock mass classification for tunnelling. In: Kimura M, Tateyama K, Adachi T, eds. Proceedings of the International Symposium on Modern Tunnelling Science and Technology. Kyoto, Japan: Swets & Zeitlinger, 2001, 371–371
|
/
〈 |
|
〉 |