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Comparative Analysis on the Calculation Methods Based on Slope Stability
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Hubei Geological Build Prospecting & Engineering Co., Ltd.,Wuhan Geological Prospecting & Foundation Engineering Co., Ltd.,Wuhan Geological Prospecting DdDd Foundation Engineering Co., Ltd.

Clc Number:

TU473.2

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    Abstract:

    Strength reduction method is applied in the slope stability analysis, the soil strength is reduced and calculated by finite element program until the calculation convergence. At this time, the reduction coefficient is the safety coefficient. Combining with the engineering case, the slope stability is analyzed using the strength reduction method; meanwhile, also using Swedish arc method and with the geotechnical engineering design software Tianhan as well as the finite element analysis software ABAQUS to analyze slope stability and compared the safety coefficient. It is concluded that the safety coefficients obtained by these 3 calculation methods have little difference and the coefficient accuracy can meet the engineering requirements.

    Reference
    1 崔政权,边坡工程——理论与实际最新发展[M].北京:中国水利水电出版社,1999.
    2 赵尚毅,时卫民,郑颖人.边坡稳定性分析的有限元法[J].地下空间,2001,21(5):450~454.
    3 赵尚毅,郑颖人,时卫民等. 用有限元强度折减法求边坡稳定性安全系数[J]. 岩土工程学报,2002,24(3):344~346.
    4 郑颖人,龚晓南. 岩土塑性力学基础[M]. 北京:中国建筑工业出版社,1989
    5 Manzari M T,Nour M A. Significance of soil dilatancy in slope stability analysis[J]. Journal of Geotechnical and Geoenvironmental Engineering,ASCE,2000,126(1):75~80
    6 Dawson E M,Roth W H,Drescher A. Slope stability analysis by strength.reduction[J]. Geotechnique,1999,49(6):835~840
    7 Griffiths D V,Lame P A. Slope stability analysis by finite elements[J].Geotechnique,1999,49(3):387~403
    8 连镇营,韩国城,孔宪京.强度折减有限元法研究开挖边坡的稳定性[J]. 岩土工程学报,2001,23(4):407~411.
    9 张鲁渝,郑颖人,赵尚毅.有限元强度折减系数法计算土坡稳定安全系数的精度研究[J].水利学报, 2003( 1):21-27.
    10 董璞,刘金龙,李亮辉.强度折减有限元法分析边坡稳定性的精度探讨[J].四川建筑科学研究,2009, 35(2):146-150.
    11 赵尚毅,郑颖人,张玉芳.极限分析有限元法讲座) 有限元强度折减法中边坡失稳的判据探讨[ J]. 岩土力学,2005,26( 2):332-336.
    12 赵尚毅, 郑颖人,邓卫东. 用有限元强度折减法进行节理岩质边坡稳定性分析[J]. 岩石力学与工程学报,2003, 22( 2):254-260.
    13 陈祖煜.土质边坡稳定分析原 理方法程序北 中国水利水电出版社2003
    14 郑颖人,赵尚毅,时为民等.边坡稳定性分析的一些地下空间[J]新进展.
    15 宋二祥.土工结构安全系数的有限元计算[J]岩土工程学报1997.
    16 李春忠,陈国兴,樊有维.基于的强度折减有限元法边坡稳定性分析[J]防灾减灾工程学报2006.
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History
  • Received:May 08,2018
  • Revised:August 15,2018
  • Adopted:August 27,2018
  • Online: September 30,2018
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