【摘要】 在塑性极限分析理论的基础上，本文给出了土工织物加筋土坡稳定数的上限解。与无筋土坡的已有解比较表明，该解是可靠的，从而为土工织物加筋土坡的稳定分析提供了一个有效的方法。此外，本文的计算结果表明，各种因素对土坡稳定性的影响程度随坡角的增大而减小。更多还原

【Abstract】 Based on the limit analysis theory,the upper limit of the stability factor for slopes reinforced with geotextile is given.The comparison is made with the solution of non-reinforced slopes,and the reliable result is obtained,therefore,the method presented in this paper is an effective way to analyze the stability of reinforced slopes.In addition,the calculation resultS show that the effect of various parameters on the slope stability dccrcases with the increasement of slope angle.更多还原