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Determination of Critical Slip Surface of Soil Slope by New Complex Method
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作者 李亮 迟世春 林皋 《Journal of Southwest Jiaotong University(English Edition)》 2006年第2期165-170,共6页
A new complex method is presented considering not only the improvement upon the "bad "design point, but also the diversity of the newly generated complex, which is obtained by replacing the "bad "design point with... A new complex method is presented considering not only the improvement upon the "bad "design point, but also the diversity of the newly generated complex, which is obtained by replacing the "bad "design point with the better design point located at the line between the "bad "design point and the ceotroid of the remaining design points of the old complex. The new complex method is applied to searching for the critical slip surface of two non-homogeneous soil slopes. The comparison of the results obtained by the new complex method with that by the basic complex method shows that the new complex method is much more likely to find the true critical surface for the randomly generated initial complex. 展开更多
关键词 Slope stability mudysis Safety factor Complex method DIVERSITY
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