基于非局部弹性模型的圆弧滑裂面土坡稳定性分析

Analysis of slope stability of circular arc slip surface based on nonlocal elastic model

根据提出的两种非局部计算元件,建立两种非局部弹性模型。结合最小势能原理研究了基于非局部弹性模型下圆弧滑裂面土坡的稳定性,并对非局部材料参数进行了讨论与分析。研究了材料参数对土坡安全数的影响,从微观的角度分析了宏观工程的作用机理,发现带微观性质的非局部材料参数变化时,土坡安全系数变化很明显。当讨论土体相关参数对安全系数的影响时,基于非局部模型的土坡稳定安全系数对内摩擦角的变化比较敏感。结果表明,采用非局部弹性模型分析土坡的稳定性更可靠,该研究可为工程中土坡治理提供参考依据。

According to the proposed two kinds of nonlocal computing element,established two different nonlocal elastic model.Combining with the principle of minimum potential energy is studied based on the nonlocal elastic model of circular slip surface in slope stability,and the nonlocal material parameters are discussed and analyzed.Studied the influnce of material parameter on the stability safety factor of slope, from microscopic point analysis the action mechanism problems of the macro engineering,found the change of nonlocal material parameters which have the microscopic properties,the slope safety factor change obvi-ously.When discussing the influence of related parameters on the slope safety factor,the slope stability safety factor based on the nonlocal model is very sensitive on the internal friction angle.It is shown that u-sing the nonlocal elastic model analysis the slope stability is more reliable,this research can provide the ref-erence for engineering of soil management.