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Chapter 7
                   Parameter estimation using extended

                       Bayesian method in tunnelling
                                 I.-M.Lee and D.-H.Kim










                                        Abstract
            This  chapter  addresses  a  parameter  estimation  technique  to  be  applied  in
            tunnelling.  The  extended  Bayesian  method  (EBM)  is  adopted,  which  can
            systematically  combine  field  measurements  and  prior  information  of
            underground  structures  in  order  to  obtain  the  best  estimate  of  geotechnical
            parameters. For the EBM, the relative importance of prior information over field
            measurements  is  defined  by  the  parameter,  β,  which  is  determined  from  the
            sensitivity  of  geotechnical  parameters  and  the  uncertainty  existing  in  the  prior
            information  and  the  measurements.  In  the  present  study  were  various
            geotechnical parameters were determined, including the elastic modulus (E), the
            initial  horizontal  stress  coefficient  (K ),  the  cohesion  (c)  and  the  internal
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            frictional  angle  (ф).  The  validity  of  the  feedback  system  proposed  herein  was
            demonstrated through an elasto-plastic example problem. The proposed method
            was applied to an actual tunnel site in Pusan, Korea and has shown to be highly
            effective in actual field problems.

                                       Introduction

            In  spite  of  dramatic  developments  in  underground  technology,  there  are  still
            many  uncertainties  that  exist  in  the  design  and  construction  of  underground
            structures. This is mainly due to the discrepancy between laboratory and in situ
            tests and limitations of site investigation techniques during the design stage. In
            order to reduce these uncertainties, field instrumentation results obtained during
            construction are compared with initially estimated ground properties. A feedback
            system  can  be  used  to  estimate  optimum  ground  properties  by  minimizing  the
            difference between predicted and measured ground motions.
              The ordinary least squares (OLS) method is widely used, because of its easy
            application to non-linear geotechnical problems without complex mathematical
            concepts. However, this method cannot consider prior information in the process
            of  parameter  estimation.  The  Bayesian  approach  incorporates  both  prior
            information and measurement data (Cividini, Maier and Nappi 1983:215). In the
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