师资队伍

周扬

发布时间:2017-07-19     点击数量:

基本信息  

姓名:周扬

出生年月:1982.1

学位:博士

职称:副教授;博导、硕导

研究领域:

(1)能源地下结构与热泵系统

(2)多孔介质传热传质与相变

(3)人工冻结技术与寒区工程

招收研究生专业:供热供燃气通风及空调工程、人工环境工程、土木工程

邮箱:tod_king@126.com

个人简介:

周杨,男,1982年生,工学博士,副教授,博导、硕导。2004.7毕业于中国矿业大学建筑环境与设备工程专业,2009.7获得中国矿业大学岩土工程专业博士学位。目前主要从事能源地下结构与热泵系统、多孔介质传热传质与相变、人工冻结技术与寒区工程等领域的研究,在TUST、Energy、RENG、AGEO、IJHMT、COGE、《岩土工程学报》、《煤炭学报》、《中国矿业大学学报》等刊物发表第一作者(通讯作者)论文40余篇,其中SCI收录30余篇。主持国家自然科学基金面上、青年项目以及企事业单位委托等项目10余项。获得中国煤炭工业协会科学技术奖一等奖2项(R3, R6)、二等奖1项(R7), 中国职业安全健康协会科学技术奖一等奖1项(R3 ), 中国施工企业管理协会工程建设科学技术奖一等奖1项(R14)。国家自然科学基金函评专家;Earth science reviews、IJMST 、TUST、岩土工程学报等国内外50余种期刊评审人。

科研项目:   

[1]国家自然科学基金面上项目,42571154,多年冻土桩基水化扰动协同抑制与精细控温回冻提升桩-土界面强度研究,2026-2029,在研,主持

[2]企事业单位委托科技项目,井壁监测系统维护,19.5万,2026-2027,在研,主持

[3]企事业单位委托科技项目,井筒稳定性评价,9.85万,2026-2027,在研, 主持

[4]企事业单位委托科技项目,井壁监测系统维护,46.7万,2025-2026,在研, 主持

[5]企事业单位委托科技项目,2500m深立井建造关键技术装备研究与工程示范子课题,154万,2024-2026, 在研,主持

[6]企事业单位委托科技项目,深立井高适应性井壁结构形式与优化设计,35万,2025-2027,在研, 主持

[7]企事业单位委托科技项目,高压风幕阻尘隔热(冷)综合治理隧道环境关键技术与装备研究, 30万,2022-,在研,主持

[8]国家自然科学青年基金项目, 51204164, 深土冻结壁形成过程水热力耦合作用及其诱导非均质效应研究, 2013-2015, 结题,主持

[9]中国博士后基金项目,2011M500969,深部径向非等温冻土中心卸载力学响应研究, 2021-2013, 结题,主持

[10]中国矿业大学学科前沿科学研究专项,深部冻土融化过程温度、水分及应力耦合发展模型研究,20万,2018-2020, 结题, 主持

[11]中国矿业大学学科前沿科学研究专项, 冻土-结构面剪切过程温-膜-力耦合作用研究,2015-2018, 20万, 结题, 主持

[12]企事业单位委托科技项目,非等厚动态冻结帷幕受力与变形规律试验研究, 17.5万,2024-2025,结题, 主持

[13]企事业单位委托科技项目,主井井壁变形实时在线监测系统,74.3万,2023-2024,结题, 主持

[14]企事业单位委托科技项目,副井筒倾斜度自动监测系统,57.6万,2023-2024,结题, 主持

[15]企事业单位委托科技项目,立井全断面自动化掘砌成套装备及关键技术研究与工程示范子课题,20万,2023-2024, 结题,主持

代表性论文(*为通讯作者):  

[1]Han Tao, Zhou Yang *, Liu Hao, Gao Penghui. Analytical solutions for three-dimensional heat transfer induced by tunnel lining heat exchangers in energy tunnels. Tunnelling and Underground Space Technology, 2026, 170,107333.

[2]Wu Jianyi, Zhou Yang*, Xiao Zi-xuan. Heat transfer analysis of inclined line heat sources in a double-layered geological formation. International Communications in Heat and Mass Transfer, 2026, 170: 110052.

[3]Han Tao, Zhou Yang*, Zhao Guang-si, Lu Meng-meng, Analytical solution for one-dimensional thaw consolidation model with double moving boundaries. International Journal for Numerical and Analytical Methods in Geomechanics, 2024;48:1979–1999.

[4]Wang Haihang, Zhou Yang*, Zhao Xiaodong, Ji Yukun*, Zhou Guoqing, Experimental study on tensile strength of warm frozen soil based on hydraulic fracturing method. Cold Regions Science and Technology 212 (2023) 103883.

[5]Zhou Yang, Zheng Zhi-xiang, Zhao Guang-si. Analytical models for heat transfer around a single ground heat exchanger in the presence of both horizontal and vertical groundwater flow considering a convective boundary condition, Energy, 2022, 245: 123159.

[6]Zhou Yang, Wu Zi-han, Wang Kang. An analytical model for heat transfer outside a single borehole heat exchanger considering convection at ground surface and advection of vertical water flow, Renewable Energy, 2021,172: 1046-1062.

[7]Zhou Yang, Zhang Li-ying, Wang Tao. Analytical solution for one-dimensional non-Darcy flow with bilinear relation in porous medium caused by line source. Applied Mathematics and Computation, 2021,392: 125674.

[8]Zhou Yang, Zhang Li-ying, Xu Cheng, Wang Tao, Zhou Guo-qing. Analytical solution for classical one-dimensional thaw consolidation model considering unfrozen water effect and time-varying load. Computers and Geotechnics, 2020,122: 103513.

[9]Zhou Yang, Zhou Jian, Shi Xiang-you, Zhou Guo-qing. Practical models describing hysteresis behavior of unfrozen water in frozen soil based on similarity analysis. Cold Regions Science and Technology, 2019, 157: 215-223.

[10]Zhou Yang, Xu Cheng, Sego David, Zhang Dong-hai. Analytical solution for solid cylindrical heat source model with convective boundary condition, Journal of Heat Transfer, ASME, 2019,141:121701.

[11]Zhou Yang, Wang Kang. Similarity solution for one-dimensional heat equation in spherical coordinates and its applications. International Journal of Thermal Sciences,2019, 140: 308-318.

[12]Zhou Yang. Analytical solution for one-dimensional radial flow caused by line source in porous medium with threshold pressure gradient, Applied Mathematical Modelling, 2019, 67: 151–158.

[13]Zhou Yang, Hu Xiao-xue. Two methods for estimation of temperature-dependent thermal conductivity based on constant element approximation, International Journal of Thermal Sciences, 2019, 135: 104–116.

[14] Zhou Guoqing, Zhou Yang*, Hu Kun, Wang Yijiang, Shang Xiangyu, Separate-ice frost heave model for one-dimensional soil freezing process, Acta Geotechnica, 2018, 13: 207-217.

[15]Li Ting, Zhou Yang, Shi Xiang-you, Hu Xiao-xue, Zhou Guo-qing. Analytical solution for the soil freezing process induced by an infinite line sink, International Journal of Thermal Sciences, 2018, 127: 232–241.

[16]Zhou Yang, Hu Xiaoxue, Li Ting, Zhang Donghai, Zhou Guoqing. Similarity type of general solution for one-dimensional heat conduction in the cylindrical coordinate, Int. J. Heat Mass Transfer, 2018, 119: 542–550.

[17]Zhou Yang, Zhou Guoqing, Lu Mengmeng, Shi Xiangyou. Analytical solution for the consolidation process of a stone column reinforced foundation under partially drained boundaries. International Journal of Geomechanics, ASCE, 2018, 18(1): 06017023.

[18]Zhou Guoqing, Zhou Yang*, Zhang Donghai. Analytical solutions for two pile foundation heat exchanger models in a double-layered ground,Energy, 2016, 112: 655-668.

[19]Zhou Yang, Xia Lijiang. Exact solution for Stefan problem with general power-type latent heat using Kummer function. International Journal of Heat and Mass Transfer, 2015, 84:114-118.

[20]Zhou Yang, Wang yijiang, Bu wankui. Exact solution for a Stefan problem with latent heat a power function of position. International Journal of Heat and Mass Transfer, 2014, 69: 451-454.

[21]Zhou Yang, Bu wankui, Lu mengmeng. One-dimensional consolidation with a threshold gradient: a Stefan problem with rate-dependent latent heat. International Journal for Numerical and Analytical Methods in Geomechanics, 2013, 37: 2825-2832.

[22]Zhou Yang, Zhou guoqing. Intermittent freezing mode to reduce frost heave in freezing soils - experiments and mechanism analysis. Canadian Geotechnical Journal. 2012, 49(6): 686-693.

[23]周扬, 周国庆, 王义江. 饱和土水热耦合分离冰冻胀模型研究. 岩土工程学报, 2010, 32(11), 1746-1751.

[24]周扬, 周国庆, 周金生, 王建州. 饱和土冻结透镜体生长过程水热耦合分析. 岩土工程学报, 2010, 32(4): 578 -585.

[25]周扬, 周国庆.土壤冻结水热耦合有限容积模拟研究. 岩土工程学报, 2010, 32(3): 440 -446.

[26]周扬,周国庆. 考虑治理荷载作用时井壁严格轴对称变形分析. 岩土工程学报,2008, 30(7): 999-1004.

[27]周扬, 武子寒,许程, 卢萌盟, 周国庆. 高温下饱和冻土一维融化热固结模型及解答. 岩土工程学报, 2021, 43(12): 2190-2199.

[28]韩涛,周扬*,卢萌盟. 基于相似变换法的半无限空间饱和土一维热固结解析解. 岩土工程学报,岩土工程学报. 2025,47:1055-1063。

[29]周扬, 周国庆, 梁化强. 井壁约束内壁治理方法的力学分析. 中国矿业大学学报, 2009, 38(2):197-202.

[30]周扬, 周国庆. 塑料板夹层双层井壁的轴对称变形分析. 煤炭学报, 2010, 35(9): 1470-1475.

出版专著:

[1]周扬,周国庆。土体冻结物理场演变与冻胀问题研究。湖北科学技术出版社,2013

[2]周国庆,周扬,胡坤,商翔宇,季雨坤。正冻土的冻胀与冻胀力. 科学出版社,2020.

[3]赵光思,周国庆,周扬。厚表土层中井筒受力及安全预警研究。科学出版社,2015.

[4]王义江,周国庆,周扬。岩土体传热过程及地下工程环境效应。科学出版社,2019.

学术奖励

[1]中国煤炭工业协会,科学技术奖一等奖(R3),1600m深立井安全高效施工与灾害防治关键技术研究及应用, 2023.

[2]中国煤炭工业协会, 科技进步一等奖(R6), 厚表土立井井壁环境因素耦合作用破裂机理及综合治理技术研究与应用, 2021.

[3]中国施工企业管理协会,工程建设科学技术奖一等奖(R14),西部地区冻结立井井壁设计研究与工程应用, 2022

[4]中国职业安全健康协会,科学技术奖一等奖(R3), 复杂岩层深立井高效建造及灾害防控关键技术与工程应用, 2023.

[5]中国煤炭工业协会, 科技进步二等奖(R7), 厚表土井壁受力过程状况与破裂临界信息研究与实施, 2012.

[6]中国煤炭工业协会,科学技术奖三等奖(R2), 厚表土井筒破裂预测预警及精细化注浆治理关键技术研究与应用,2025.