摘要
加筋挡土墙边坡是一种新型的复合边坡加固技术,用传统的方法很难设计这种复杂的结构。以一工程实例叙述了采用弹塑性有限元法预测加筋土边坡的稳定性的方法;给出了不同设计方案下的位移;分析了土体力学参数对边坡最大水平位移的影响。结果表明,土体的弹性模量、内摩擦角与粘聚力是影响边坡位移的重要因素。这些土力学参数与边坡最大水平位移是非线性关系,且有呈现临界点的趋势。因此,适当控制填土的力学性能参数有助于达到安全节省的设计目标。
There is a difficulty in designing the new type of the reinforced slope by conventional methods. Instead, the finite element method is increasingly applied in this field. In this paper a practical case of predicting the desplacements of the reinforced slope with or without retaining wall by elasto-plastic finite element method is introduced. A comparison of the displacements is made between different designs and the effects of properties of the backfill on the horizontal displacements are analyzed.The results indicate that elastic modulus, the angle of internal friction, and cohesive stress of the backfill are main factors affecting the stability of the slope.There exist non-linear relations between the factors and the maximum horizontal displacements, and every curve seems to approach its critical point. Thus it is easily figured out that proper controlling of the soil parameters tends to help us to reach the goal of the design with safety and cost saving.
出处
《煤田地质与勘探》
CAS
CSCD
北大核心
2003年第2期42-44,共3页
Coal Geology & Exploration
