摘要
采用强度折减法和极限平衡法对粘土边坡进行稳定性分析,并将计算所得的安全系数加以对比,进行误差分析,通过研究粘聚力、内摩擦角、坡高和坡角等指标对计算精度的影响,揭示影响计算精度的主要因素和次要因素,为以后的数值模拟研究提供有利的参考。
Using strength-reduction and limit equilibrium method to analyse stability of clay slope.It will analyse the errors of safe factors,studies the influences on calculation precision with cohesion,internal friction angle,slope height and slope angle to reveal the main factors and the second factors that affect the calculation accuracy,and provide some favorable references for numerical simulation.
出处
《江苏建筑》
2012年第6期99-101,共3页
Jiangsu Construction
