Title :
Simulation and parameter identification method of tunnel based on differential evolution
Author :
Jiang, Annan ; Wang, Junxiang
Author_Institution :
Inst. of Road & Bridge Eng., Dalian Maritime Univ., Dalian, China
Abstract :
Research of tunnel surrounding rock deformation and stability possesses significant role of theory and tunnel construction. As the underground geological body has complex and uncertainty characters, we exploit a tunnel simulation program EEOS based on difference evolution algorithm and finite element method in this paper, which can simulate the displacement and stress distribution of tunnel excavation and identify actual surrounding rock mechanics parameters. Based on the discussion of algorithm and calculation process, we carried out research and demonstration of a calculation example, the outcome of tunnel simulation and analytical results comparatively accord. Identify the elastic modulus and Poisson ration of the rock using difference evolution algorithm, we got super recognition accuracy and favorable convergence performance. The computer simulation and parameters identification program developed has active meaning for tunnel engineering.
Keywords :
Poisson ratio; construction; digital simulation; evolutionary computation; finite element analysis; geotechnical engineering; parameter estimation; stability; structural engineering computing; EEOS; Poisson ratio; computer simulation; difference evolution algorithm; elastic modulus; finite element method; parameter identification; rock mechanics parameter; stress distribution; tunnel construction; tunnel engineering; tunnel excavation; tunnel simulation; Algorithm design and analysis; Analytical models; Computational modeling; Convergence; Finite element methods; Geology; Parameter estimation; Stability; Stress; Uncertainty; Differential evolution; EEOS; Finite element method; Tock mechanics parameters; Tunnel construction;
Conference_Titel :
Control and Decision Conference (CCDC), 2010 Chinese
Conference_Location :
Xuzhou
Print_ISBN :
978-1-4244-5181-4
Electronic_ISBN :
978-1-4244-5182-1
DOI :
10.1109/CCDC.2010.5498602