更新日期:2023年7月18日
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姓 名
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马勤国
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性 别
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男
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出生年月
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1988年10月
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籍贯
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民 族
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汉族
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政治面貌
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最后学历
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博士研究生毕业
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最后学位
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工学博士
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技术职称
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助理研究员
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导师类别
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硕导
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行政职务
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Email
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maqg@scut.edu.cn
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工作单位
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土木与交通学院
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邮政编码
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510641
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通讯地址
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广州市天河区五山路381号华南理工大学
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单位电话
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工作经历
2017.07-2017.10 中国科学院西北生态环境资源研究院,助理研究员
2017.10-今 华南理工大学土木与交通学院,助理研究员
教育经历
2014.09-2017.06 中国科学院西北生态环境资源研究院,工学博士,防灾减灾工程与防护工程
2011.09-2014.06 兰州交通大学,工学硕士,桥梁与隧道工程
2007.09-2011.06 西南交通大学,工学学士,土木工程
研究领域
(1)盐渍土盐分结晶过程及变形机理
(2)泥岩膨胀机理及泥岩隧道破坏模式
(3)寒区工程水-热-力耦合模型及过程
科研项目
主持纵向项目:
(1)第二次青藏高原综合科学考察研究(2019QZKK0905),2019/11-2024/10
(2)国家自然科学基金项目(41901074),2020/01-2022/12
(3)广东省自然科学基金(面上项目)(2020A1515010745),2019/10-2022/09
(4)广州市基础研究计划-基础与应用基础研究项目,2021/04-2023/04
(5)冻土工程国家重点实验室开放基金(SKLFSE201810),2019/01-2021/12
(6)中央高校基本科研业务费项目(2019MS119),2019/01-2020/12
主持横向项目:
(1)中铁隧道局集团有限公司勘察设计研究院:严寒地区高速铁路隧道冻害防治技术研究,2018/09-2020/09
(2)广州地铁设计研究院股份有限公司:长距离大直径深埋高压供水管道应用研究,2018/12-2019/12
(3)兰州铁道设计院有限公司:兰合铁路隧道泥岩膨胀致灾机理及防治措施研究,2021/11-2024/12
发表论文
(1)Ma Qinguo, Luo Xiaoxiao, Gao Jianqiang, et al. Numerical evaluation for cooling performance of a composite measure on expressway embankment with shady and sunny slopes in permafrost regions[J]. Energy, 2022, 123194.
(2)Ma Qinguo, Luo Xiaoxiao, Niu Fujun, et al. Numerical analysis of cooling performance of a novel structure affected by aeolian sand clogging on expressway embankment in permafrost regions[J]. International Journal of Heat and Mass Transfer, 2022, 122538.
(3)Lan Tianli, Luo Xiaoxiao, Ma Qinguo*, et al. Desertification caused by embankment construction in permafrost environment on the Qinghai-Tibetan Plateau[J]. Arabian Journal for Science and Engineering, 2022, https://doi.org/10.1007/s13369-022-06988-y.
(4)Lan Tianli, Luo Xiaoxiao, Ma Qinguo*. Numerical analysis on hydrothermal process around oil pipeline in permafrost regions of Qinghai-Tibet Plateau[J]. Heat and Mass Transfer, 2022, https://doi.org/10.1007/s00231-022-03299-8
(5)蒋望涛, 姜海强, 马勤国*, 李永东, 李治国. 考虑损伤和不均匀冻胀的寒区隧道弹塑性统一解[J]. 华南理工大学学报, 2022, 50(1): 69-79.
(6)Li Ming, Ma Qinguo*, Luo Xiaoxiao, et al. The coupled moisture-heat process of a water-conveyance tunnel constructed by artificial ground freezing method. Cold Regions Science and Technology, 2021, 182, 103197.
(7)Sun Weiyu, Yan Songhong, Ma Qinguo*, et al. Dynamic response characteristics and failure mode of a bias loess tunnel using a shaking table model test[J]. Transportation Geotechnics, 2021, 31, 100659.
(8)Zhang Heng, Ma Qinguo*, Su Wenji, et al. On the dewatering of electroosmotic soil using intermittent current incorporated with calcium chloride[J]. Environmental Technology, 2021,42(3), 468-478.
(9)Sun Weiyu, Ma Qinguo*, Yan Songhong, Luo Xiaoxiao, et al. Seismic response and damage characteristics of the shallow tunnel with asymmetric loess cover under the oblique incidence of seismic SV wave[J]. Arabian Journal for Science and Engineering, 2021, https://doi.org/10.1007/s13369-021-06533-3.
(10)Gao Jianqiang, Ma Qinguo*, Ren Jingge. Evaluating the heating performance of a novel heating two-phase closed thermosyphon (HTPCT) in high-speed railway embankments of seasonally frozen regions[J]. Arabian Journal of Geosciences, 2021,14, 2256.
(11)Luo Xiaoxiao, Ma Qinguo*, Jiang Haiqiang. Pre-evaluation on stability of the proposed expressway embankment with the existing geothermal regulation measures in permafrost regions[J]. Journal of Central South University, 2021, 28(1), 264-283.
(12)Ma Qinguo, Lai Yuanming*, Zhang Mingyi. Freezing-thawing behaviour of saline soil with various anti-saline measures[J]. European Journal of Environmental and Civil Engineering, 2019, 23(10), 1178-1202.
(13)Luo Xiaoxiao, Ma Qinguo*, Niu Fujun, et al. Experimental and numerical analyses of freezing behavior of an embankment in cold regions[J]. Mathematical Problems in Engineering, 2019, 1437904.
(14)张恒, 马勤国*, 胡赫, 牛富俊. 氯化钙对电渗加固淤泥质黏土的影响研究[J]. 华南理工大学学报, 2019, 47(3), 119-125.
(15)Ma Qinguo, Luo Xiaoxiao, Lai Yuanming*, et al. Numerical investigation on thermal insulation layer of a tunnel in seasonally frozen regions[J]. Applied Thermal Engineering, 2018, 138, 280-291.
(16)Ma Qinguo, Lai Yuanming*, Zhang Mingyi, et al. Model test study on the anti-saline effect of the crushed-rock embankment with impermeable geotextile in frozen saline soil regions[J]. Cold Regions Science and Technology, 2017, 141, 86-96.
(17)马勤国, 赖远明, 吴道勇. 多年冻土区高等级公路路基温度场研究[J]. 中南大学学报, 2016, 47, 2415-2423.
(18)马勤国, 赖远明, 吴道勇, 等. 多年冻土区铁路路堤临界高度研究[J]. 中国铁道科学, 2015, 36, 8-15.