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[31]Chi, Shichun, Zhu, Ye.面板堆石坝瞬时变形和流变变形参数的联合反演[J],水利学报,2015,47(1):18-27
[32]贾宇峰, 迟世春, 王丙申.风化模型在粗粒土颗粒破碎研究中的应用[J],人民长江,2015,22:75-78,82
[33]杨昕光, 迟世春, 饶锡保, 张伟, 潘家军, 周欣华, 徐晗.土石坝极限抗震能力的上限有限元法[J],地震工程学报,2015,37(3):667-671,692
[34]迟世春, 吕小龙, 贾宇峰.堆石料的动力残余应变模型[J],岩土工程学报,2015,38(2):370-376
[35]贾宇峰, 迟世春, 王丙申.堆石料剪切过程中的颗粒破碎研究[J],岩土工程学报,2015,37(9):1692-1697
[36]迟世春, 李士杰, 王峰.考虑细观接触的堆石料本构关系研究[J],华北水利水电大学学报（自然科学版）,2015,36(3):1-7
[37]迟世春, 李士杰, 王峰, 贾宇峰.考虑细观单粒强度的堆石料破碎特性研究[J],岩土工程学报,2015,37(10):1780-1785
[38]Jia, Yufeng, Chi, Shichun, SC (reprint author), Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China..Back-analysis of soil parameters of the Malutang II concrete face rockfill dam using parallel m...[J],COMPUTERS AND GEOTECHNICS,2015,65:87-96
[39]张锐, 范增, 陆建飞, 迟世春.基于改进的地震动态分布系数及修正 D-P模型的高土石坝坝坡抗震稳定分析[J],地震工程学报,2015,z2:137-141
[40]贾宇峰, 王丙申, 迟世春.粗粒土剪切过程中的颗粒破碎研究[J],岩土工程学报,2015,37(9):1692-1697

total140 4/14

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