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[11]张艺, 迟世春, 周雄雄.基于统计模型的高心墙堆石坝沉降变形研究[J],水利与建筑工程学报,2019,17(4):141-146
[12]赵飞翔, 迟世春, 米晓飞.基于颗粒破碎特性的堆石材料级配演化模型[J],岩土工程学报,2019,41(9):1707-1714
[13]吕小龙, 迟世春.基于变形控制标准的高土石坝地震可靠度分析[J],岩土工程学报,2018,41(3):519-525
[14]靳聪聪, 迟世春, 聂章博.基于完全耦合理论的涉水边坡地震响应分析[J],水利与建筑工程学报,2018,16(5):99-104
[15]迟世春, 生光辉, 贾宇峰.表演水池鱼跃浪压力计算与试验[J],大连理工大学学报,2018,58(4):400-406
[16]邵晓泉, 陶勇, 迟世春.堆石料剪切强度与变形的尺寸效应模拟[J],岩土工程学报,2018,40(10):1766-1772
[17]王峰, 迟世春, 王振兴, Chi, S., State Key Laboratory of Coastal, Offshore Engineering, Dalian University of TechnologyChina, email: schchi@dlut.edu.cn.考虑颗粒破碎的堆石料蠕变特性研究[J],大连理工大学学报,2017,57(6):577-584
[18]倪沙沙, 迟世春, Chi, S., School of Hydraulic Engineering, Faculty of Infrastructure Engineering, Dalian University of TechnologyChina, email: schchi@dlut.edu.cn.砾石土心墙堆石坝心墙孔隙水压力分析[J],大连理工大学学报,2017,57(6):593-600
[19]Jia, Yufeng, Xu, Bin, Chi, Shichun, Xiang, Biao, Zhou, Yang, SC (reprint author), Dalian Univ Technol, Sch Hydraul Engn, State Key Lab Coastal & Offshore Engn, Dalian 116024, Liaoning, Peoples R China..Research on the Particle Breakage of Rockfill Materials during Triaxial Tests[J],INTERNATIONAL JOURNAL OF GEOMECHANICS,2017,17(10)
[20]贾宇峰, 朱茂林, 迟世春.基于变异粒子群算法的大坝土料流变参数反演——以观音岩混合坝为例[J],人民长江,2017,48(14):73-78

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