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7.2 StructuralDesi g nofunder g roundPowerhouse

                  7.2.1 Geolo g icaldataandp arametersforthestabilit yanal y sis
                  andsu pp ortdesi g nofsurroundin grockofunder g roundp ower-
                  houseshallbedeterminedthrou g hcomp rehensiveanal y sisand
                 researchbasedong eolo g icalinvesti g ation, fieldandlaborator y
                                                ,
                 testresults , en g ineerin ganalo gy etc.
                  7.2.2 Thestabilit yanal y sismethodforsurroundin grocksofunder-
                  g roundp owerhouseincludestwocate g ories , namel y qalitativeanal-
                                                              ,u
                  y sisandq uantitativeanal y sis.Theq ualitativeanal y sisincludesthe
                  methodsofg eolo g icanal y sisanden g ineerin ganalo gy.Theq uantita-
                 tiveanal y sisincludesthemethodsofnumericalanal y sis , blockstabili-
                 t yanal y sis ,modeltest ,monitorin gandmeasurement , andfeedback
                  anal y sis.Theusablemethodma ybeselectedaccordin gtothedesi g n
                  sta g e , cavernscale, surroundin grockt yp e, rockmasscharacter-
                 istics , etc.
                  7.2.3 Thestabilit yofsurroundin grocksofcavernsshallbee-
                                                                         ,
                  valuatedwithg eolo g icalanal y sisanden g ineerin ganalo gy in
                  considerationofnumericalanal y sis , accordin gtothefactorssuch
                  asg eolo g icalstructureofrockmass ,mechanicalp ro p ert yofrock
                  mass , classificationofsurroundin grocks ,ma g nitudesanddirec-
                 tionsofinsitustresses , imp actofg roundwater , la y outandcon-
                 structionofcaverns , etc.
                  7.2.4 Thesu pp ortdesi g nforsurroundin grocksofunder g round
                                                                     ,
                  p owerhousecavernsshallbebasedonen g ineerin ganalo gy incon-
                 j unctionwithnumericalanal y sis , andshallberefinedg raduall yac-
                 cordin gtothemonitorin gresultsofsurroundin grocksdurin gcon-
                 struction.
                  7.2.5 Inthedesi g nofinte g ralstabilit yandsu pp ortofunder-
                  g roundp owerhousecaverns , thefiniteelementmethodma ybe

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