职称：副教授，硕士生导师

地址：兰州理工大学土木工程学院

邮编：730050

电话：

E-mail：hepf17@163.com

教育经历

2016-2021中国科学院西北生态环境资源研究院冻土工程国家重点实验室获博士学位

2010-2013兰州大学工程力学系获硕士学位

2006-2010兰州理工大学理论与应用力学获学士学位

工作履历

2023-今兰州理工大学岩土与地下工程系副教授

2017-2022兰州理工大学工程力学系讲师

2018-2019阿拉斯加大学安克雷奇分校访问学者

教学工作

本科生：工程弹性力学，工程地质学

研究生：弹塑性力学

研究领域

冻土工程、寒区水工结构、土体结构相互作用、界面力学

科研项目

1.高原潜在风险湖库水安全防控技术与示范，省部级，在研

2.冻融过程中复合土工布-土体界面剪切特性及变化机理研究，国家级，结题

3.复合土工布-冻土界面细观剪切特性及其临界状态本构模型研究，省部级，结题

4.黄土地区多源能源地下结构研发及热力相互作用机理研究，省部级，结题

奖励与荣誉

中国大坝工程学会特等奖。

学术主页

https://www.researchgate.net/profile/Pengfei-He-10?ev=hdr_xprf

https://scholar.google.com/citations?user=aL1xY-4AAAAJ&hl=zh-CN

学术成果

1.Zhang W H, Yang J N, He P F*, et al. Mechanical model of frost heave failure for trapezoidal channel lining plates considering the shear effects of frozen soil layers[J]. The Journal of Strain Analysis for Engineering Design, 2025, 03093247251315615. (SCI)

2.He P F, Hou G L, Cao H T, et al. The influence of geosynthetic properties on their shear behaviors at the interface with frozen soil[J]. Geotextiles and Geomembranes, 2025, 53(2): 497-509. (SCI)

3.He P F, Cao H T, Dong J H, et al. Effects of wet-dry-freeze-thaw cycles on the response of the frozen soil-composite geotextile interface in direct shear tests[J]. Case Studies in Thermal Engineering, 2024, 63: 105217. (SCI)

4.He P F, Cao H T, Dong J, et al. Experimental study on the effect of freeze-thaw cycles on the shear characteristics of frozen soil-composite geotextile interface. Case Studies in Thermal Engineering, 2024, 54:104011. (SCI)

5.He P F, Guo H, Dong J H, et al. Experimental study on shear characteristics of the frozen soil-cement block interface. Journal of Materials in Civil Engineering (ASCE). 2024, 36(5):04024076. (SCI)

6.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. (EI)

7.He P F, Mu Y H, Ma W, 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, 83-94. (SCI)

8.He P F, Xiong M, Mu Y, et al. Experimental Study on Frost-Heaving Force Development of Tibetan Clay Subjected to One-Directional Freezing in an Open System[J]. Advances in Civil Engineering, 2021, 2021(5):1-13. (SCI)

9.He P F, Dong J, et al. Longitudinal Deformation Model and Parameter Analysis of Canal Lining under Non-uniform Frost Heave[J]. Advances in Materials Science and Engineering, 2021:5519035. (SCI)

10.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. (EI)

11.He P F, Mu Y H, Yang Joey Z H, et al. Freeze-thaw cycling impact on the shear behavior of frozen soil-concrete interface[J]. Cold Regions Science and Technology, 2020, 173:103024. (SCI)

12.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(1): 182-194. (T1)

13.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.(EI)

14.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.(EI)

15.何鹏飞,董建华,候光亮,等.一种基于负泊松效应的输电铁塔抗风阻尼结构. CN202111159213.5

16.何鹏飞,董建华,栗晓林,等.一种寒区输水渠道抗冻胀变厚度衬砌结构的计算方法. CN202111038714.8

17.何鹏飞,栗晓林,黄永庭,等.一种多年冻土区自动捕风排风通风管道路基结构. CN202120606691.5

18.何鹏飞,栗晓林,董建华.一种利用负压增强通风的块石护坡结构. CN202120207895.1