Citation: | LI Huanqiang, LI Yusheng. 2005: ON ERRORS OF NUMERICAL SIMULATIONS FOR EXCAVATION DEFORMATION IN GEOTECHNICAL ENGINEERING. JOURNAL OF ENGINEERING GEOLOGY, 13(2): 236-239. |
[1] 乔河,唐春安,李晓.采动诱发岩体移动破坏过程数值模拟研究
[J].工程地质学报,1998,6(4):351~354.Q iaoH e,Tang Chunan L i X iao ect.N um erical S mi ulation Study of R ock Failure Process Cau sed by Excavat ion.Jou rnal of Eng ineering G eology,1998,6(4):351~354. [2] 陶连金,张倬元,姜德义.复杂工程岩体稳定性评价 [M].成都:科技大学出版社,1998.Tao L ian j in,Zhang Zhuoyuan,J iang D eyi. E valuating th e stab ili zationof comp lex rock m ass [M].Ch engdu:Technology un iversity publ ish ing house,1998. [3] 孙英学.工程岩体卸荷模型的研究与应用 [J].岩土工程技术,2001,4:241~243.Sun Y ingxue.R esearch and A ppl icat ion of U n load ingM odel about Eng ineering R ock M ass.G eotechn ical Engineering Techn ique,2001,4:241~243. [4] 尚岳全,孙红月.岩土力学数值模拟结果应用中应注意的问题.地质灾害与环境保护,1997,8(4):22~26.Shang Y uequan,Sun H ongyue.The noticeab le questions of applying num erical sim ulation resu lt in rock and so il m ech an ics,1997,8(4):22~26. [5] 陈德基等.三峡工程永久船闸高边坡稳定性研究中的几个主要问题 [J].工程地质学报,2000,8(1):7~15.C hen D eji ec.tSom eM ain Prob lem s on the Stab ility of H igh Perm anent Sh ip lock S lope for Three-G gorges Projec.tJournal of Engin eering G eo logy,20008(1):7~15. [6] 张加桂,曲永新.工程开挖的结构效应与防治对策以兰州西郊滑坡为例 [J].工程地质学报,2003,11(1):10~14.Zhang J iagui, Q u Y ongx in.D iscussion on stru cture effect triggered by eng ineering excavat ion and th e control m easu res th e case analysis of w est Lanzhou subu rb lands lide.Journal of Engineering G eology,2003,11(1):10~14. |