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Professor Supervisor of Doctorate Candidates Supervisor of Master's Candidates

Paper Publications

[41]唐洪祥, 李锡夔, Tang, H.-X.(tanghx@dlut.edu.cn).土工结构物渐进破坏过程Cosserat连续体有限元分析[J],大连理工大学学报,2010,50(3):320-327
[42]武力, 屈福政, 唐洪祥.土压平衡盾构改性砂土流动特性的离散元模拟[J],水文地质工程地质,2009,36(3):107-110,116
[43]唐洪祥, 王海清, 王大国.土工织物补强软基的整体稳定性计算[J],辽宁工程技术大学学报（自然科学版）,2008,27(4):544-547
[44]Tang, H.X., Wang, H.Q..Study on the whole stability analysis method for reinforced soft foundation of embankment with ge...[A],2008,15-19
[45]Tang, Hongxiang, Wang, Daguo.Finite element analysis of strain localization problems for slope based on Cosserat continuum m...[A],2008,572-577
[46]韩光, 唐洪祥, 王大国, 王海清.土工格网结构形状对内力传递及加筋作用的影响[J],辽宁工程技术大学学报（自然科学版）,2008,27(z1):130-132
[47]唐洪祥, 李锡夔, Tang, H.(tanghx@dlut.edu.cn).基于Cosserat连续体的CAP弹塑性模型与应变局部化有限元模拟[J],岩石力学与工程学报,2008,27(5):960-970
[48]Tang, H. X., Wang, H. Q..Study on the whole stability analysis method for reinforced soft foundation of embankment with ...[A],2008,15-19
[49]唐洪祥.Finite element analysis of strain localization problem for slope based on Cosserat continuum mode...[A],2008,572-577
[50]唐洪祥, 李锡夔, Tang, H.-X.(tanghx@dlut.edu.cn).Cosserat连续体模型中本构参数对应变局部化模拟结果影响的数值分析[J],计算力学学报,2008,25(5):676-681

total58 5/6

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