Extending the Q system's prediction of support in tunnels employing fuzzy logic and extra parameters

Rock mass classifications predict support measures according to expert rules by rating rock mass and taking into account the span of the opening. A similar procedure is adopted, in this work, and computerized using statistics and fuzzy logic. Fuzzy expert systems are trained with data of previously constructed underground openings. Using subtractive clustering the systems have the intelligence to pick up the relations between input and output and define the rules that represent the system's behavior automatically. These systems are found to predict support to be used more successfully than the Q system. With the introduction of extra input variables, which are important in numerical analysis, such as depth and intact rock strength, an extended fuzzy system is developed. This system is suggested for preliminary use as it is able to predict support even better.

[1]  Nick Barton,et al.  Engineering classification of rock masses for the design of tunnel support , 1974 .

[2]  Madan M. Gupta,et al.  Fuzzy automata and decision processes , 1977 .

[3]  P. K. Kaiser,et al.  Support of underground excavations in hard rock , 1995 .

[4]  Z. Bieniawski Engineering rock mass classifications , 1989 .

[5]  Michio Sugeno,et al.  Industrial Applications of Fuzzy Control , 1985 .

[6]  Arild Palmström,et al.  Characterizing rock masses by the RMi for use in practical rock engineering: Part 1: The development of the Rock Mass index (RMi) , 1996 .

[7]  Candan Gokceoglu,et al.  An application of fuzzy sets to the Geological Strength Index (GSI) system used in rock engineering , 2003 .

[8]  Yike Guo,et al.  A rule based fuzzy model for the prediction of petrophysical rock parameters , 2001 .

[9]  M. Sugeno FUZZY MEASURES AND FUZZY INTEGRALS—A SURVEY , 1993 .

[10]  Candan Gokceoglu,et al.  A fuzzy triangular chart to predict the uniaxial compressive strength of the Ankara agglomerates from their petrographic composition , 2002 .

[11]  Robert Babuška,et al.  Fuzzy model for the prediction of unconfined compressive strength of rock samples , 1999 .

[12]  Arild Palmström,et al.  Characterizing rock masses by the RMi for use in practical rock engineering, part 2: Some practical applications of the rock mass index (RMi) , 1996 .

[13]  John A. Hudson,et al.  Numerical methods in rock mechanics , 2002 .

[14]  M. Alvarez Grima,et al.  Forecasting rock trencher performance using fuzzy logic , 1999 .

[15]  Nick Barton,et al.  Some new Q-value correlations to assist in site characterisation and tunnel design , 2002 .