张元超

发布:23-02-20 20:29来源:    点击数:


张 元 超 工学博士、硕士研究生导师、副研究员

研究方向:隧道与地下工程施工力学效应及灾害防治;裂隙岩体剪切力学及渗流特性

联系方式:zhangyc@fzu.edu.cn; zhangyc4418@163.com

硕士招生专业:

学术型硕士:岩土工程

专业型硕士:土木工程(岩土方向)

教育经历:

2019.04 ~ 2022.03 日本长崎大学 岩土工程 博士

2015.09 ~ 2018.06 中国矿业大学 岩土工程 硕士

2010.09 ~ 2014.06 山东科技大学 采矿工程 学士

工作经历:

2023.02 至 今 福州大学    土木工程学院 副研究员

2022.06 2023.01  福州大学    土木工程学院

荣誉与奖励:

福州大学旗山学者奖励支持计划(海外项目),2022

日本国立长崎大学“校长奖”,2022

日本地盤工学会九州支部“优秀学生奖”,2022

学术兼职:

担任Advances in Civil EngineeringShock and VibrationSustainabilitySCI期刊Guest Editor;担任Rock Mechanics and Rock EngineeringGeomechanics and EngineeringGeofluidsSCI期刊审稿人。

科研项目:

[1] 福州大学“旗山学者”奖励支持计划(海外项目)(511165),2022.9-2026.8,主持,在研

[2] 福建省中青年教师教育科研项目(JAT220019),2022.12-2025.5,主持,在研

主要期刊论文:

[1] Yuanchao Zhang, Yujing Jiang*, Zhi Wang et al.2022Anchorage effect of bolt on en-echelon fractures: a comparison between energy-absorbing bolt and conventional rigid bolt. Engineering Failure Analysis, 137,106256. (SCI, 中科院2)

[2] Yuanchao Zhang, Yujing Jiang*, Daisuke Asahina et al. (2021). Structural effect of en-echelon fractures on shear behavior of rock mass under constant normal load conditions: an experimental study. Rock Mechanics and Rock Engineering, 54, 4825-4849 (SCI, 中科院2)

[3] Yuanchao Zhang, Yujing Jiang*, Daisuke Asahina et al. (2020). Experimental and numerical investigation on shear failure behavior of rock-like samples containing multiple non-persistent joints. Rock Mechanics and Rock Engineering, 53(10), 4717-4744. (SCI, 中科院2)

[4] Yuanchao Zhang, Yujing Jiang*, Daisuke Asahina et al. (2020) Shear behavior and acoustic emission characteristics of en-echelon joints under constant normal stiffness conditions. Theoretical and Applied Fracture Mechanics, 109, 102772. (SCI, 中科院2)

[5] Yuanchao Zhang, Yujing Jiang*, Xinshuai Shi et al. (2020). Shear failure and mechanical behavior of flawed specimens containing opening and joints. Geomechanics and Engineering, 23(6), 587-600. (SCI, 中科院3)

[6] Yuanchao Zhang, Yujing Jiang*, Changsheng Wang et al. (2020) Shear of bolted non-persistent joints: role of bolting conditions and joint persistency. Géotechnique Letters, 10(4), 550-558. (SCI)

[7] Yuanchao Zhang, Yujing Jiang*, Xiaojie Tang et al. (2020) Cracking behavior and local stress characteristics around the opening surrounded by two intermittent joints: experiment and numerical simulation. Comptes Rendus. Mécanique, 348(1), 33-61. (SCI)

[8] Yuanchao Zhang, Zhiyuan Xia, Yujing Jiang et al. (2020). Effect of hole density and confining pressure on mechanical behavior of porous specimens: an insight from discrete element modeling. CMES-Computer Modeling in Engineering & Sciences, 125(1), 259-280. (SCI)

[9] Yuanchao Zhang, Yujing Jiang*. (2020) Cracking behaviour of sandstone specimens containing hole and intermittent joints. ISRM International Symposium - EUROCK 2020. (ISRM-EUROCK-2020-041) (国际会议, EI)

[10] 张元超,杨圣奇,陈淼 等. (2017) 深井综放沿空掘巷实体煤帮变形破坏机制及控制技术. 岩土力学 38(4). (EI )

[11] Qian Yin, Xinxin Nie, Jiangyu Wu, Hongwen Jing, Hai Pu, Qiang Zhang, Yuanchao Zhang* (2023), Shear mechanical responses and cracking evolution mechanisms of flawed sandstone containing two circular holes. Journal of Materials Research and Technology, 22, 1118-1135. (SCI,中科院1区,通讯作者)



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