8.余闯,徐江伟等.桩承式路堤中土拱效应的改进多拱理论解及应用. 自然灾害学报.2013,6

7.余闯,徐江伟,陈樟龙,蔡晓庆,方冬芳.运用Laplace 变换求解成层地基中污染物一维扩散问题[C].第一届全国岩土多场相互作用及环境土工学术研讨会.浙江杭州,浙江大学,2012,11

8.Yin Z, XuQ. YuC. Elastic Viscoplastic Modeling for natural soft clays considering nonlinear Creep[J].International Journal of Geomechanics, 2015

9.余闯,潘林有,刘松玉,蔡袁强.热交换桩的工作机理及其应用[J]. 岩土力学.2009,30(4): 933-937(EI)

10.余闯,刘松玉等. 桩承式路堤中土拱效应模型试验及三维数值模拟[J]. 东南大学学报. 2009, 39(1): 58-62(EI)

11.Yin Z.-Y. , Wang J., Yu C(余闯). Influence of features of natural soft clay on the behavior of embankment [J]. Journal of Central South University of Technology,2011(SCI)

12.Yu Chuang, Liu Songyu, Pan Linyou, Cai Yuanqiang. The characteristic of vertical stress in the fill of piled embankments. Geotechnical Special Publication, ASCE, 2009, 192:133-138 (EI)

13.Yu Chuang. The behavior of piled embankments under embankment loads and traffic loads. ICTE2009, ASCE, 2009, 345:1566-1571 (EI)

14.Yu Chuang. Ground improvement using piled embankments and its design methods. ICTE2009, ASCE, 2009, 345:1613-1618 (EI)

15.余闯,刘松玉. 路堤侧向变形性状及预测模型研究[J]. 岩土力学. 2008,29(5):1305- 1309(EI)

16.余闯,刘松玉.路堤沉降预测的Gompertz模型应用研究[J].岩土力学. 2005,26(1): 82-86(EI)

17.Yu Chuang, Liu Songyu. Research on the behavior of soil lateral deformation under embankments. Journal of Southeast University (English edition) .2005, 21(1):78-81(EI)

18.余闯, 刘松玉. 考虑桩侧土软化的单桩性状分析[J].岩土力学. 2005, 26(S1):133-137(EI)

19.余闯, 宰金珉, 王旭东. 一种计算复合桩基沉降的新方法—修正简化应力调整法[J]. 岩石力学与工程学报. 2004, 23(12):2059~2064(EI)


余闯 可能工作过的组织/机构/部门/团队:


余闯 可能工作过的同事:

粤ICP备17091748号-1
剧本杀复盘 剧本杀复盘 红酒 ChatGPT