Parameter identification in numerical modeling of tunneling using the Differential Evolution Genetic Algorithm (DEGA)
暂无分享,去创建一个
[1] J.C.F. Telles,et al. Determination of the natural stress state in a Brazilian rock mass by back analysing excavation measurements: a case study , 2002 .
[2] Desheng Deng,et al. Identification of rock mass properties in elasto-plasticity , 2003 .
[3] Zhangzhi Cen,et al. Parameter identification and its application in tunneling , 2003 .
[4] Giulio Maier,et al. Parameter estimation of a static geotechnical model using a Bayes' approach , 1983 .
[5] Rainer Storn,et al. Differential Evolution – A Simple and Efficient Heuristic for global Optimization over Continuous Spaces , 1997, J. Glob. Optim..
[6] Qinxi Dong,et al. Back analysis of large geotechnical models , 1999 .
[7] Antonio Gens,et al. Estimation of parameters in geotechnical backanalysis — I. Maximum likelihood approach , 1996 .
[8] Patrick M. Reed,et al. Simplifying the Parameterization of Real-Coded Evolutionary Algorithms , 2004 .
[9] P. Pardalos,et al. Handbook of global optimization , 1995 .
[10] S. K. Mishra,et al. Nonconvex Optimization and Its Applications , 2008 .
[11] S. Sakurai,et al. Direct Strain Evaluation Technique In Construction Of Underground Opening , 1981 .
[12] S. Chi,et al. OPTIMIZED BACK-ANALYSIS FOR TUNNELING-INDUCED GROUND MOVEMENT USING EQUIVALENT GROUND LOSS MODEL , 2001 .
[13] John H. Holland,et al. Adaptation in Natural and Artificial Systems: An Introductory Analysis with Applications to Biology, Control, and Artificial Intelligence , 1992 .
[14] Roman Lackner,et al. Back analysis of model parameters in geotechnical engineering by means of soft computing , 2003 .
[15] Anthony T. C. Goh,et al. Estimating wall deflections in deep excavations using Bayesian neural networks , 2005 .
[16] Xiao-fei Zhang,et al. Identification of structure and parameters of rheological constitutive model for rocks using differential evolution algorithm , 2008 .
[17] Giancarlo Gioda,et al. Back analysis procedures for the interpretation of field measurements in geomechanics , 1987 .
[18] Richard J. Finno,et al. Supported Excavations: Observational Method and Inverse Modeling , 2005 .
[19] K. Takeuchi,et al. Back analysis of measured displacements of tunnels , 1983 .
[20] Sotirios Vardakos. Back-analysis methods for optimal tunnel design , 2007 .
[21] Lorenzo Jurina,et al. SOME ASPECTS OF CHARACTERIZATION PROBLEMS IN GEOMECHANICS , 1981 .
[22] Matthew Mauldon,et al. Determining Size and Shape of Fractures from Trace Data using a Differential Evolution Algorithm , 2006 .
[23] Singiresu S. Rao. Engineering Optimization : Theory and Practice , 2010 .
[24] Zhangzhi Cen,et al. Identification of damage parameters for jointed rock , 2002 .
[25] Brice Lecampion,et al. Parameter identification for lined tunnels in a viscoplastic medium , 2002 .
[26] Angus R. Simpson,et al. THE APPLICATION OF GENETIC ALGORITHMS TO OPTIMISATION PROBLEMS IN GEOTECHNICS , 1993 .
[27] Xia-Ting Feng,et al. Hybrid intelligent method optimization of a soft rock replacement scheme for a large cavern excavated in alternate hard and soft rock strata , 2004 .
[28] C. F. Lee,et al. Displacement back analysis for a steep slope at the Three Gorges Project site , 2001 .
[29] P. Eykhoff. System Identification Parameter and State Estimation , 1974 .
[30] Eduardo Alonso,et al. Estimation of Parameters in Geotechnical Backanalysis - II. Application to a Tunnel Excavation Problem , 1996 .
[31] B. Růžek,et al. Differential Evolution Algorithm in the Earthquake Hypocenter Location , 2001 .
[32] Gernot Beer. Numerical Simulation in Tunneling , 2003 .
[33] Xia-Ting Feng,et al. Estimating mechanical rock mass parameters relating to the Three Gorges Project permanent shiplock using an intelligent displacement back analysis method , 2000 .