[1]何鹏飞,候光亮,董建华等.梯形渠道衬砌冻胀破坏弹性地基板模型[J].农业工程学报,2022,38(23):91-100. [2]何鹏飞,马巍,穆彦虎等.考虑冻胀力和冻结力作用的梯形渠道衬砌冻胀破坏弹性地基梁模型[J].中南大学学报(自然科学版),2021,52(11):4148-4157. [3]何鹏飞,马巍.我国寒区输水工程研究进展与展望[J].冰川冻土,2020,42(01):182-194. [4]何鹏飞,马巍,穆彦虎等.黄土-砂浆块界面剪切特性试验及本构模型研究[J].岩土力学,2019,40(S1):82-90+98.DOI:10.16285/j.rsm.2018.1875. [5]何鹏飞,马巍,穆彦虎等.冻土-混凝土界面冻结强度特征与形成机理研究[J].农业工程学报,2018,34(23):127-133. [6]何鹏飞,何天虎,马永斌.双温度广义热弹问题的一维动态响应[J].兰州理工大学学报,2016,42(05):167-172.DOI:10.13295/j.cnki.jlut.2016.05.034. [7]He P , Mu Y , Yang Joey Z ,et al.Freeze-thaw cycling impact on the shear behavior of frozen soil-concrete interface[J].Cold regions science and technology, 2020, 173(May):103024.1-103024.11.DOI:10.1016/j.coldregions.2020.103024. [8]Peng-Fei H E , Yan-Hu M U , Wei M A ,et al.Testing and modeling of frozen clay-concrete interface behavior based on large-scale shear tests[J].Advances in Climate Change Research, 2021, 12(1):12. [9]He P , Dong J , Ren X ,et al.Longitudinal Deformation Model and Parameter Analysis of Canal Lining under Nonuniform Frost Heave[J].Advances in Materials Science and Engineering, 2021, 2021(6):1-14.DOI:10.1155/2021/5519035. |