简介:Webuiltathree-dimensionalmodeltosimulatethedisturbanceofthestressfieldnearthereversefaultinZhaziao,LeyiTownshipowingtohydraulicfracturing.Theporepressure,andshearandnormalstressesduringfracturingareanalyzedindetail.Inputrockmechanicsparametersaretakenfromlaboratorytestdataofshalesamplesfromthestudyarea.Thesimulationresultssuggestthatafter16hoursoffluidinjection,thepore-pressurevariationcanactivatethereversefault,i.e.,weobservereverseslip,andtheshearstressanddisplacementonthefaultplaneincreasewithtime.Thebiggeststress–strainchangeoccursafteronehouroffluidinjectionandtheyieldpointappearsabout0.5hafterinjection.Toobservethestressevolutionineachsection,thenormaldisplacementontheboundaryisconstrainedandthefaultplaneissetasnonpermeable.Thus,theslidingislimitedandthesheardisplacementisonlyinthescaleofmillimeters,andthecalculatedmagnitudeoftheinducedearthquakesisbetweenMw-3.5andMw-0.2.Thesimulationresultssuggestthatfluidwaterinjectionresultsininhomogeneousfracturing.Themainrupturedareasarearoundtheinjectionpositions,whereastheextentofrupturingandcracksinotherareasarerelativelysmall.Nevertheless,nonnegligiblefaultactivationisrecorded.Sensitivityanalysisofthekeyparameterssuggeststhattheporepressureismostsensitivetothemaximumunbalancedforceandtheinternalfrictionanglestronglyaffectsthefaultslip.Finally,thecomparisonbetweentheeffectivenormalstressandthemaximumandminimumprincipalstressesonthefaultplaneexplainsthefaultinstability,i.e.,theMohrcirclemovestowardstheleftwithdecreasingradiusreducesandintersectsthecriticalslipenvelope,andcausesthefaulttoslip.
简介:地震波场正演模拟是地震资料处理、解释中最为重要的技术之一。地震波场正演模拟在大时间步长、长时程的波场延拓中,存在计算不稳定的问题。本文基于声波方程的Hamilton表述,在波动方程求解中用辛差分格式进行时间网格离散,用傅里叶有限差分进行空间网格离散,提出一种新的保结构地震波场正演模拟方法一辛格式傅里叶有限差分法,在保证计算精度的同时提高计算的稳定性。利用声学近似处理空间-波数混合域的积分算子,将该方法推广至各向异性介质。给出各向同性和各向异性条件下的地震正演模拟的计算流程,并将本文方法用于BP盐丘、BPTTI等模型的波场正演模拟。数值算例表明本文开发的方法适用于速度变化剧烈的复杂介质地震波场正演模拟,计算精度高,数值频散小,在各向异性介质正演中能够有效避免qSV波残余,在大时间步长的迭代计算中稳定性好。本文为在辛算法的框架下实现高精度地震正演模拟提供了一种新的选择。