文档介绍：第2期贺小黑王思敬:地震条件下不同类型边坡的稳定性研究 【博士学位论文】[D】.导师::中国科学院地质与地球物理研究所,2011. 13陈祖煜,汪小刚,[M】.北京:中国水利水电出版社,2005:417~427 -94工程岩体分级标准【s].北京:中国计划出版社,1995. 15王余庆,高艳平,辛鸿博用灰色聚类方法预测边坡地震稳定性研究[J].工业建筑,2002,(6):44~47 [S].北京:中国标准出版社,2004. STUDYoNSTABILITYOFDIFFERENTTYPESOFSLOPESUNDER 0NDITION HeXiaohei,WangSijing2, GeneralInstituteofChemicalGeologySurveyofChinaChemicalGeologyand MineBureautBeijing,100013,China; ,ChineseAcademyofSciences,BeO'ing100029,China; ,InstituteofGeologyandGeophysics, ChineseAcademyofSciences,Beijing100029,China) Abstract Inthispaper,themethodofsarmaisusedtocalculatethesafetyfactorofdifferenttypesofslopesthat havedifferentslopeheight,differentslopeangleanddifferentmechanicsparametersofrockandstructural elerationcoeffient,andthenasuitofsafetyfactor ,theinfluenceofslope height,slopeangle,elerationcoeffient,andmechanicsparametersofrockandstructuralplaneon ,paringthesafetyfactorthatislookupin thesafetyfactorsearchsystemwiththefactorsthatarecalculatedbyothermethods,theresultsh