姓名: |
张勃成 |
性别: |
男 |
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职称: |
特任副教授 |
学位: |
博士 |
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电话: |
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传真: |
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Email: |
1044733218@qq.com |
邮编: |
430100 |
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地址: |
湖北省武汉市蔡甸区蔡甸街大学路111号 |
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更多信息: |
太阳成集团tyc7111cc 太阳成集团tyc7111cc地质系 |
简历:
张勃成,男,1996年出生,汉族,中共党员。现任太阳成集团tyc7111cc太阳成集团tyc7111cc特任副教授。2024年6月毕业于中国地质大学(武汉)工程学院,获地质资源与地质工程博士学位。致力于重大地质灾害灾变机理及工程防控研究。近年来发表SCI及EI论文20余篇,其中以第一作者在Engineering geology、Rock Mechanics and Rock Engineering、Bulletin of Engineering Geology and the Environment、Journal of Earth Science等国内外地质工程领域知名期刊上发表SCI论文5篇;此外,以第一发明人授权国家发明专利3项、软件著作权1项。
研究方向:
多类型地质灾害灾变机理及风险预判
工程地质体多场多尺度物理模型试验模拟
川藏地区大型倾倒体因子敏感性及破坏特征
工作及教育经历:
2014年9月-2018年6月,获中国地质大学(武汉)工程学院地质工程专业工学学士;
2018年9月-2024年6月,获中国地质大学(武汉)工程学院地质资源与地质工程博士学位(提前攻博),导师唐辉明教授、吴益平教授;
2024年7月至今,在太阳成集团tyc7111cc太阳成集团tyc7111cc任教,现任特聘副教授;
2022年7月-2023年7月,国家公派联合培养到加拿大不列颠哥伦比亚大学进行学术交流和研究。
论文:(*为通讯作者,发表论文20余篇,第一作者6篇;SCI收录19篇,第一作者5篇)
1. Bocheng Zhang, Kun Fang, Huiming Tang*, Siddiqua Sumi, Bingdong Ding. Block-flexure toppling in an anaclinal rock slope based on multi-field monitoring[J]. Engineering Geology, 2023, 327:107340.
2. Bocheng Zhang, Huiming Tang*, Kun Fang, Bingdong Ding, Qihang Gong. Experimental study on deformation and failure characteristics of interbedded anti-inclined rock slopes induced by rainfall[J]. Rock Mechanics and Rock Engineering, 2024, 17:1-28.
3. Bocheng Zhang, Huiming Tang*, Siddiqua Sumi, Bingdong Ding, Long Zhang, Yibing Ning. Exploring the deformation and failure characteristics of interbedded anti-inclined rock slopes: insights from physical modelling tests[J]. Rock Mechanics and Rock Engineering, 2023, 18:1-26.
4. Bocheng Zhang, Huiming Tang*, Yibing Ning, Kun Fang, Ding Xia. Weight analysis of impact factors of interbedded anti-inclined slopes block-flexure toppling based on support vector regression[J]. Journal of Earth Science, 2023.
5. Bocheng Zhang, Yibing Ning, Huiming Tang*, Bingdong Ding, Kun Fang, Zongxing Zou. Study on the evolutionary process of interbedded anti-inclined slope block-flexure toppling in the upper Yalong River[J]. Bulletin of Engineering Geology and the Environment, 82(07): 240.
6. Fang Kun, Ao Dong, Huiming Tang*, Pengju An, Bocheng Zhang, Minghao Miao, Bingdong Ding, Xiaolong Hu. (2023) Comprehensive assessment of the performance of a multismartphone measurement system for landslide model test[J]. Landslides, 20(4): 845-864.
7. Fang Kun, Huiming Tang*, Jichen Zhu, Zijin Fu, Pengju An, Bocheng Zhang, Chunyan Tang. (2023) Study on geomechanical and physical models of necking-type slopes[J]. Journal of Earth Science, 34(3): 924-934.
8. Fang Kun, Minghao Miao, Huiming Tang*, Shixun Jia, Ao Dong, Pengju An, Bocheng Zhang. (2023) Insights into the deformation and failure characteristic of a slope due to excavation through multi-field monitoring: a model test[J]. Acta Geotechnica 18(2): 1001-1024.
9. Fang Kun, Ao Dong, Huiming Tang*, Pengju An, Qianyun Wang, Shixun Jia, Bocheng Zhang. (2024) Development of an easy-assembly and low-cost multismartphone photogrammetric monitoring system for rock slope hazards[J]. International Journal of Rock Mechanics and Mining Sciences 174: 105655.
10. Ning, Yibing, Huiming Tang*, John V. Smith, Bocheng Zhang, Peiwu Shen, Guangcheng Zhang. (2021) Study of the in-situ stress field in a deep valley and its influence on rock slope stability in Southwest China[J]. Bulletin of Engineering Geology and the Environment, 2021: 1-20.
11. Ning Yibing, Huiming Tang*, Guangcheng Zhang, John V. Smith, Bocheng Zhang, Peiwu Shen, and Hongjie Chen. (2021) A complex rockslide developed from a deep-seated toppling failure in the upper Lancang River, Southwest China[J]. Engineering Geology, 293: 106329.
12. Ning Yibing, Huiming Tang*, Jianbing Peng, Yanjun Shen, John V. Smith, Bocheng Zhang. (2024) A stability evaluation method for deep-seated toppling in the upper Lancang river, Southwestern China[J]. Journal of Rock Mechanics and Geotechnical Engineering.
13. Shen Peiwu, Huiming Tang*, Bocheng Zhang, Yibing Ning, Cheng He. (2021) Investigation on the fracture and mechanical behaviors of simulated transversely isotropic rock made of two interbedded materials[J]. Engineering Geology, 2021: 106058.
14. Shen Peiwu, Huiming Tang*, Bocheng Zhang, Yibing Ning, Xuexue Su, Sixuan Sun. (2021) Weakening Investigation of Reservoir Rock by Coupled Uniaxial Compression, Computed Tomography and Digital Image Correlation Methods: A Case Study[J]. Sensors, 21(2): 344.
15. Xia Ding, Yunfeng Ge, Huiming Tang*, Bocheng Zhang, Peiwu Shen. (2022) SDZM: Software for determining shear damage zones of rock joints[J]. Computers & geosciences, 159: 105021.
16. Xia Ding, Huiming Tang*, Sixuan Sun, Chunyan Tang, Bocheng Zhang. (2022) Landslide susceptibility mapping based on the germinal center optimization algorithm and support vector classification[J]. Remote Sensing, 14(11) 2707.
17. Zhang Junrong, Chengyuan Lin, Huiming Tang*, Tao Wen, Dwayne D. Tannant, Bocheng Zhang. (2024) Input-parameter optimization using a SVR based ensemble model to predict landslide displacements in a reservoir area–A comparative study[J]. Applied Soft Computing, 150: 111107.
18. 张勃成, 唐辉明*, 申培武, 宁奕冰, 夏丁. (2020) 基于岩石损伤与水力作用的顺层岩质边坡临界失稳高度研究. 安全与环境工程, 27(2): 42-49.
19. 宁奕冰, 唐辉明*, 张勃成, 等. (2021) 澜沧江深层倾倒体演化过程及失稳机制研究. 岩石力学与工程学报, 40(11): 2199-2213.
20. 宁奕冰, 唐辉明*, 张勃成, 等. (2020) 基于正交设计的岩石相似材料配比研究及底摩擦物理模型试验应用. 岩土力学, 41(6): 2009-2020.
专利:
授权国家发明专利
1. 张勃成,唐辉明,夏丁, 宁奕冰,申培武,孙思璇,苏雪雪. 一种反倾岩质边坡模型试验的模拟地应力试验装置及方法.国家发明专利,2022,CN113281488B。
2. 张勃成,唐辉明,张博,范志强,夏丁,苏雪雪,安鹏举,宁奕冰, 申培武. 一种适用于土岩接触面环剪仪试验系统. 国家发明专利,2023,CN110044726B。
3. 张勃成,唐辉明,安鹏举,张成,夏丁,申培武,孙思璇,宁奕冰, 苏雪雪,方堃. 一种用于边坡模型试验无接触调节正应力底摩擦试验装置统. 国家发明专利, 2024,CN112014309B。
4. 唐辉明,安鹏举,蒋益涵,董澳,夏丁,张勃成,苏雪雪,孙思璇,方堃. 一种用于边坡爆破的室内模拟装置及方法,国家发明专利,2021,CN113008706B。
5. 安鹏举,唐辉明,邓清禄,苏雪雪,夏丁,张勃成,孙思璇. 一种抗滑桩变形监测用分布式光纤固定装置及方法,国家发明专利,2020,CN110332902B。
6. 安鹏举,唐辉明,张永权,邓清禄,苏雪雪,张勃成,夏丁. 一种适用于滑坡深部大位移的监测装置,国家发明专利,2021,CN110006383B。
7. 张俊荣,唐辉明,张永权,林成远,道恩·田纳特,李长冬,温涛,张勃成,孙思璇. 一种水库滑坡阵列式水下变形监测装置及监测方法,国家发明专利,2023,CN113296134B。
授权软件著作权
8. 张勃成,夏丁,孙思璇,何成. 边坡变形失稳影响因素敏感性分析软件. 2021SR0867584. 2021.06.09。
9. 夏丁, 缪明昊, 宁奕冰, 张勃成. 岩石直剪剪切损伤区测量软件. 2021SR1092998. 2021.07.23。
10. 安鹏举, 夏丁, 唐辉明, 申培武, 宁奕冰, 张勃成, 苏雪雪, 孙思璇. 应力莫尔圆自动拟合软件V1.0. 2020SR0170184. 2020.02.24。