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Combined back-analysis method of ground stress based on refined geological modeling


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,Wa gQ a      a n  in ( .Sho o il n i e n , in nU ie i , i j  0 0 2 C ia 2 teK yL brt yo  1 col f v   g er g Taj   nvrt Ta i 30 7 , hn ; .Sa   e aoa r f   C iE n i i sy nn t o H dal   nier gSm lt nadSf y Taj   nvrt, i j  00 2 hn ) yrui E g ei  i ua o n ae , in nU i s y Ta i 30 7 ,C ia  c n n i t i ei nn Ab t a t sr c :A  e b c . n y i meh d o  ru d sr s sp o o e   i   o rh n i ec n ie a in o   tu n eo   - n w  a k a a ss t o   fg o n   t s i r p s d w t c mp e e sv   o s r t   f nl e c   ft   l   e   h d o i o p g a h ,g oo y a d n n i e rp y ia  c a i a  r p r e   f r c   n g o n   t s .T i  t o   a e   n n n   o r p y e lg   n   o l a  h sc lme h n c lp o e t s o  o k o   r u d s e s h s meh d b s d o   o — n i r u i r rt n lB—pie( nf m ai a  sl o o n NUR ) tc n lg   rvd steme n  o b i   e n d tredme so a  nt  lme t BS e h oo yp oie h   a st  ul arf e  he —i nin lf i ee n  d i i e mo e  i   r  c u ae me hn   n e   o lx t ran a d g oo ia  o dt n .Me n i 。t i meh d i a b c — d lw t mo e a c rt   s i g u d rc mp e  e ri   n   e lgc l n i o s h c i a whl e hs   to      a k  s aayi o gon   rs wt o bnt no  u i r bel errges nmoe adnua nto ( N )m d1 n s f ru ds es i cm iao fm hv i l i a ersi   d l n  er  e r A N l s   t   h i a a  n   o   l w k oe.   Frt il s y,t e r ge s n mo e s u e  oft

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