洪平, 刘敏. 基于强度折减法的垃圾填埋体边坡可靠度分析[J]. 南昌航空大学学报(自然科学版), 2010, 24(1): 81-85.
引用本文: 洪平, 刘敏. 基于强度折减法的垃圾填埋体边坡可靠度分析[J]. 南昌航空大学学报(自然科学版), 2010, 24(1): 81-85.
HONG Ping, LIU Min. The reliability analysis of Municipal Solid Waste Slope based on strength reduction FEM[J]. Journal of nanchang hangkong university(Natural science edition), 2010, 24(1): 81-85.
Citation: HONG Ping, LIU Min. The reliability analysis of Municipal Solid Waste Slope based on strength reduction FEM[J]. Journal of nanchang hangkong university(Natural science edition), 2010, 24(1): 81-85.

基于强度折减法的垃圾填埋体边坡可靠度分析

The reliability analysis of Municipal Solid Waste Slope based on strength reduction FEM

  • 摘要: 文章考虑了垃圾填埋体的非饱和土性质,基于有限元强度折减法对垃圾填埋体边坡进行可靠性分析.考虑垃圾填埋体物理力学指标的变异性,用验算点法计算了垃圾土边坡的整体可靠度指标.结果表明,粘聚力C和内摩擦角 的变异性对可靠度的影响较大.

     

    Abstract: This paper has taken the character of unsaturated soil strength of garbage filling –burying body into consideration,and carries on the reliability analysis of the slope of garbage filling-burying body on the basis of the strength reduction FEM.Considering the physical mechanics indexes'variability of the garbage filling-burying body,this paper has calculated the overall reliability index of the garbage soil slope with FOSM.The result indicated that the variability of cohesion C and internal friction angle are in a greater impact on reliability.

     

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