Abstract
Firstly, the rationale of block theory and stochastic statistical method of rock joint structural planes were introduced, and the reformatory measure of the genetic algorithm was brought forward. Secondly, the change of the position, size and stability in differ trend of the tunnel in two groups of typical joint structure planes were simulated and analyzed based on the key block theory and stereographic projection method, and they were contrasted and analyzed in contrast with practical instance. At last, the best trend of the tunnel in the characteristic interval of joint structure planes was programmed and reckoned by using reformatory measure of the genetic algorithm. The results obtained show that it is economic and feasible to optimize tunnel's axis by using key block theory and the modified genetic algorithm, and it is very stated referenced worthiness in traffic programming, design and construction of the tunnel.
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