有限元法在岩质边坡支护评价中的应用
THE FINITE ELEMENT METHOD FOR EVALUATING THE REINFORCEMENT OF ROCK SLOPE
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摘要: 随着计算机科学的进步,很多数值计算方法都应用到边坡稳定性分析中。有限元法是一种十分成熟的数值方法,是边坡稳定性分析中用得较多的数值方法。本文应用线弹性的有限元模型,分析浙江南部某岩质边坡的稳定性。通过有限元计算,得到最大和最小主应力等值线图、应力矢量图、主应力差等值线图等,以此定量分析边坡的应力状况。然后计算分析有支护措施情况下边坡的应力分布情况,通过比较两种不同应力分布,对边坡的稳定性和支护设计做出评价。Abstract: With the development of the computer science,many numerical calculating methods are used for slope stability analysis.The finite element method is one mature numerical method,and can analyze the slope stability.In this paper,the linear elastic finite element method is used for the stability of one rock slope in southern Zhejiang.The contour map of the maximal and minimal principle stress,the stress vector graph and the contour map of principle stress difference have been gotten after calculating.These maps are used to analyze the slope stress.The same method is used to calculate and analyze the slope stress when the slope is reinforced.This paper compares these two different stresses,and evaluates the stability of slope and the reinforcing design.
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