| 土工织物加筋土坡稳定的塑性极限分析法 |
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| 引用本文： | 吴雄志,史三元.土工织物加筋土坡稳定的塑性极限分析法[J].岩土力学,1994,15(2):55-61. |
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| 作者姓名： | 吴雄志 史三元 |
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| 作者单位： | 河北煤炭建筑工程学院 |
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| 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。
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| 关 键 词： | 土工织物 加筋土坡 土坡稳定 |
Limit Analysis for the Stability of Slopes Reinforced with Geotextile |
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| Wu Xiongzhi,Shi Sanyuan, Du Haijin.Limit Analysis for the Stability of Slopes Reinforced with Geotextile[J].Rock and Soil Mechanics,1994,15(2):55-61. |
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| Authors: | Wu Xiongzhi Shi Sanyuan Du Haijin |
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| 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. |
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| Keywords: | geotextile reinforced slope slope stability |
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