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Professor Supervisor of Doctorate Candidates Supervisor of Master's Candidates

Paper Publications

[101]张锐, 林皋, 迟世春.基于强度折减法的边坡失稳判断准则[J],人民黄河,2008,30(4):74-75
[102]张锐, 迟世春, 林皋, 张宗亮, Zhang, R.(rzhang0411@163.com).地震加速度动态分布及对高土石坝坝坡抗震稳定的影响[J],岩土力学,2008,29(4):1072-1076
[103]李亮, 陈祖煜, 迟世春, 郑榕明, 王玉杰, Li, L.(liangli14@yahoo.com.cn).基于NURBS表示的三维土坡稳定分析[J],岩土工程学报,2008,30(2):212-218
[104]迟世春, 郭晓霞, 杨峻, 林皋, Chi, S.-C.(schchi@dlut.edu.cn).土的动力Hardin-Drnevich模型小应变特性及其阈值应变研究[J],岩土工程学报,2008,30(2):243-249
[105]Cheng, Y. M., Liang, L., Chi, S. C., Wei, W. B., YM (reprint author), Hong Kong Polytech Univ, Dept Civil & Struct Engn, Hunghom, Hong Kong, Peoples R China..Determination of the critical slip surface using artificial fish swarms algorithm[J],JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING,2008,134(2):244-251
[106]Cheng, Y. M., Li, L., Lansivaara, T., Chi, S. C., Sun, Y. J., YM (reprint author), Hong Kong Polytech Univ, Dept Civil & Struct Engn, Hong Kong, Peoples R China..An improved harmony search minimization algorithm using different slip surface generation metho...[J],ENGINEERING OPTIMIZATION,2008,40(2):95-115
[107]李红军, 迟世春, 林皋, Li, H.-J.(lijunli1995@163.com).基于模量逐步软化的真拟静力永久变形计算方法[J],大连理工大学学报,2008,48(1):118-123
[108]贾宇峰, 迟世春.An elastoplastic constitutive model for rockfill incorporating particle breakage Energy[A],2008,194-204
[109]迟世春, 林皋, 贾宇峰.Rockfill model under the path of constant stress ratio and parameters determination based on part...[A],2008,228-237
[110]相彪, 迟世春, 张宗亮, Xiang, B.(dlutvivid@yahoo.com.cn).堆石料等应力比路径三模量增量非线性模型[J],岩土工程学报,2008,30(9):1322-1326

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