摘要
为探讨不同因素对土质边坡稳定性的影响,根据北京地区典型地层的物理、力学参数,使用强度折减法对其进行研究,并采用灰色关联度理论对各个影响因素的敏感性进行分析,研究的影响因素包括边坡角度、边坡高度、土体黏聚力、内摩擦角、容重、弹性模量、泊松比和坡后荷载等。主要研究结论如下:在各种影响因素中,土体的强度参数黏聚力和内摩擦角对边坡稳定性影响显著,其次是边坡的几何参数坡高和坡角,再次是土体的容重和坡后荷载,而弹性模量和泊松比对边坡稳定性无影响。
Factors influencing the stabilitv of soil slopes are analyzed by means of strength reduction method,based on the physical and mechanical parameters of typical strata in Beijing.The sensitivity of the influencing factors are analyzed by means of grey correlation degree theory.The influencing factors studied include the angle and height of the slope,the cohesion,internal friction angle,specific weight,elastic modulus and Poisson ratio of the soil and the load behind the slope.Conclusions drawn are as follows：1） The strength parameters of the soil mass,i.e.,the cohesion and the internal friction angle,have the most decisive effect on the soil slope stability; 2） The geometrical parameters of the slope,i.e.,the height and angle of the slope are in the second position; 3） The specific weight of the soil mass and the load behind the slope are in the third position; and 4） The elastic modulus and Poisson ratio have no effect on the stability of the soil slope.
出处
《隧道建设》
2013年第10期854-859,共6页
Tunnel Construction
基金
国家重点基础研究发展计划(973计划)(2010CB732100)
关键词
土质边坡
稳定性
强度折减法
灰色关联度
soil slope
stability
strength reduction method
grey correlation degree
