简介
张文(1985.08-),教授、博导、建设工程学院副院长、国家自然科学基金优秀青年基金获得者、自然资源部青年科技人才、国家重点研发计划首席(青年)科学家、自然资源部工程技术创新中心主任。
邮 箱:zhang_wen@jlu.edu.cn
电 话:0431-88502337
研究领域
地质灾害评价与防护、岩体结构精细描述、岩体力学分析与数值模拟
学术兼职
中国地震学会地震灾害链专业委员会 委员
中国地质学会工程地质专业委员会 委员
中国岩石力学与工程学会地质与岩土工程智能监测分会 常务理事
中国地质学会青年工作委员会 委员
中国青年地学论坛 理事
工程地质学报编委
地球科学编委
Journal of Earth Science编委
研究经历
2019 至今 8455新葡萄娱集团am工程地质系 教授(破格)、博士生导师
2018-2019 加州大学伯克利分校土木与环境工程系 访问学者
2014-2018 成都理工大学环境与土木工程学院 博士后
2015-2019 8455新葡萄娱集团am工程地质系 副教授、硕士生导师
2013-2015 8455新葡萄娱集团am工程地质系 讲师
2007-2013 8455新葡萄娱集团am地质工程专业 硕博连续
2003-2007 8455新葡萄娱集团am岩土工程专业 本科
科研项目
近五年来作为负责人承担的国家级课题如下:
1、国家重点研发(青年科学家项目),横断山区板块缝合带岩质斜坡灾害时空孕育与脆性破坏演化,2022YFC3080200,2022.11-2025.10,在研,主持
2、国家自然科学基金优秀青年科学基金,工程地质与地质灾害,42022053,2021.01-2023.12,在研,主持
3、国家自然科学基金面上项目,快速隆升典型河段岸坡多尺度等效结构模型与不确定灾变演化,41877220,2019.01-2022.12,已结题,主持
4、国家重点研发项目子课题,强震区地质灾害动态演化过程与机制,2017YFC 1501004,2018.01-2021.12,已结题,子课题主持
5、川藏铁路重大基础科学问题专项项目子课题,隧道进出口和桥台边坡灾变机理与工程效应,41941017,2020.01-2023.12,已结题,子课题主持
6、国家重点研发项目子课题,油页岩原位开采地质效应评价方法,2019YFA0705 504,2019.12-2024.11,在研,子课题主持
主要论文
迄今,共发表100余篇论文。其中,以第一或通讯作者发表论文50篇(其中,SCI检索论文37篇,Nature Index检索论文1篇,热点论文1篇,高被引论文2篇)。代表性成果如下:
[1] Zhang W, Wei M, Zhang Y, et al. Discontinuity development patterns and the challenges for three-dimensional discrete fracture network modeling on complicated exposed rock surfaces. Journal of Rock Mechanics and Geotechnical Engineering, 2023, doi:10.1016/j.jrmge.2023.
09.004
[2] Zhang S, Song S*, Zhang W*, et al. Research on the inherent mechanism of rock mass deformation of oil shale in-situ mining under the condition of thermal-fluid-solid coupling. Energy, 2023: 128149.
[3] Zhang W, Chen J, Ma J, et al. Evolution of sediment after a decade of the Wenchuan earthquake: a case study in a protected debris flow catchment in Wenchuan County, China. Acta Geotechnica, 2023: 1-22.
[4] Wang J, Zhang W*, Tan C, et al. Multi-dimensional size effects and representative elements for non-persistent fractured rock masses: A perspective of geometric parameter distribution. Journal of Rock Mechanics and Geotechnical Engineering, 2023, 15(9): 2339-2354.
[5] Zhang W, Wang J, Chen J, et al. Mass‐Wasting‐Inferred Dramatic Variability of 130,000‐Year Indian Summer Monsoon Intensity From Deposits in the Southeast Tibetan Plateau. Geophysical Research Letters, 2022, 49(6): e2021GL097301. (Nature Index检索论文)
[6] Zhang W, Zhao X, Pan X, et al. Characterization of high and steep slopes and 3D rockfall statistical kinematic analysis for Kangyuqu area, China. Engineering Geology, 2022, 308: 106807.
[7] Chen D, Chen H, Zhang W*, et al. An analytical solution of equivalent elastic modulus considering confining stress and its variables sensitivity analysis for fractured rock masses. Journal of Rock Mechanics and Geotechnical Engineering, 2022, 14(3): 825-836. (热点论文、高被引论文)
[8] Ma W, Chen H, Zhang W*, et al. Study on representative volume elements considering inhomogeneity and anisotropy of rock masses characterised by non-persistent fractures. Rock Mechanics and Rock Engineering, 2021, 54(9): 4617-4637.
[9] Cao C, Zhang W*, Chen J, et al. Quantitative estimation of debris flow source materials by integrating multi-source data: a case study. Engineering Geology, 2021, 291: 106222. (高被引论文)
[10] Zhang W, Fu R, Tan C, et al. Two-dimensional discrepancies in fracture geometric factors and connectivity between field-collected and stochastically modeled DFNs: a case study of sluice foundation rock mass in Datengxia, China. Rock Mechanics and Rock Engineering, 2020, 53: 2399-2417.
[11] Zhang W, Lan Z, Ma Z, et al. Determination of statistical discontinuity persistence for a rock mass characterized by non-persistent fractures. International Journal of Rock Mechanics and Mining Sciences, 2020, 126: 104177.
[12] Nie Z, Chen J, Zhang W*, et al. A new method for three-dimensional fracture network modelling for trace data collected in a large sampling window. Rock Mechanics and Rock Engineering, 2020, 53: 1145-1161.
[13] Zhang W, Wang J, Xu P, et al. Stability evaluation and potential failure process of rock slopes characterized by non-persistent fractures. Natural Hazards and Earth System Sciences, 2020, 20(11): 2921-2935.
[14] Zhang W, Zhao Q, Huang R, et al. Determination of representative volume element considering the probability that a sample can represent the investigated rock mass at Baihetan Dam Site, China. Rock Mechanics and Rock Engineering, 2017, 50: 2817-2825.
[15] Zhang W, Zhao Q, Chen J, et al. Determining the critical slip surface of a fractured rock slope considering preexisting fractures and statistical methodology. Landslides, 2017, 14: 1253-1263.
[16] Zhang W, Zhao Q, Huang R, et al. Identification of structural domains considering the size effect of rock mass discontinuities: A case study of an underground excavation in Baihetan Dam, China. Tunnelling and Underground Space Technology, 2016, 51: 75-83.
[17] Zhang W, Chen J P, Zhang W, et al. Determination of critical slip surface of fractured rock slopes based on fracture orientation data. Science China Technological Sciences, 2013, 56: 1248-1256.
[18] Zhang W, Chen J, Cao Z, et al. Size effect of RQD and generalized representative volume elements: a case study on an underground excavation in Baihetan dam, Southwest China. Tunnelling and Underground Space Technology, 2013, 35: 89-98.
[19] Zhang W, Chen J P, Wang Q, et al. Investigation of RQD variation with scanline length and optimal threshold based on three-dimensional fracture network modeling. Science China Technological Sciences, 2013, 56: 739-748.
[20] Zhang W, Chen J, Chen H, et al. Determination of RVE with consideration of the spatial effect. International Journal of Rock Mechanics and Mining Sciences, 2013, 61: 154-160.
[21] Zhang W, Chen J, Liu C, et al. Determination of geometrical and structural representative volume elements at the Baihetan dam site. Rock Mechanics and Rock Engineering, 2012, 45: 409-419.
[22] Zhang W, Wang Q, Chen J, et al. Determination of the optimal threshold and length measurements for RQD calculations. International Journal of Rock Mechanics and Mining Sciences, 2012, 51: 1-12.
专利与软著
1、张文,陈剑平,牛岑岑,徐佩华,占洁伟. 一种收集滑坡释光测试土样的装置. 2015.12.25,中国,201510990113.5(已授权)
2、张文,陈剑平,牛岑岑,徐佩华,苑晓青. 一种泥石流运动与堆积过程模拟实验系统. 2015.11.12,中国,201510768066.X(已授权)
3、张文,陈剑平,王清,苑晓青,牛岑岑. 一种利用超声波监测危岩体崩塌的装置. 2012.12.24,中国,ZL201210566779.4(已授权)
4、张文,陈剑平,王清,苑晓青,牛岑岑. 一种利用激光位移传感器监测危岩体崩塌的装置. 2012.12.24,中国,ZL201210567021.2(已授权)
5、张文,许扬,马智法,谭春,苑晓青,陈东辉,刘天玚,聂振邦,陈怀玉,兰志广,陈俊淇,杨光. 一种模拟岩体楔形体滑动的装置. 2018.1.10,中国,201810023476.5(已授权)
6、张文,董文川. 岩体结构面自动识别与精细解译平台. 2023.02.22,中国,2023SR0567522(已登记)
获奖与荣誉
1、复杂结构岩体参数不确定性与稳定结构稳定性分析,中国岩石力学与工程学会,自然科学奖,二等奖,2022(R1)
2、复杂结构裂隙岩体稳定性评价理论及关键技术,国土资源部,科学技术奖,二等奖,2017(R2)
3、复杂结构裂隙岩体不确定性研究,吉林省土木建筑学会,科技进步奖,二等奖,2016(R2)
4、裂隙岩体结构参数研究,吉林省科学技术协会、吉林省人力资源和社会保障厅,自然科学学术成果奖,二等奖,2015(R2)
5、区域性泥石流评价方法研究,吉林省科学技术协会、吉林省人力资源和社会保障厅,自然科学学术成果奖,一等奖,2013(R2)
6、8455新葡萄娱集团am—中国一汽红旗教师奖,2022
7、中国地质学会第十五届“青年地质科技奖”(银锤奖),2015
8、中国地质学会工程地质专业委员会第二届“谷德振青年科技奖”,2014