戴张俊
性别： 男
职称： 研究员
职务：
学历： 博士研究生
电话：
传真：
电子邮件： zjdai@whrsm.ac.cn
通讯地址：
湖北省武汉市武昌武水果湖街小洪山2号 中国科学院武汉岩土力学研究所
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戴张俊，男，安徽合肥人，博士，研究员。2009年6月毕业于中山大学，获地球信息科学与技术专业学士学位，2014年7月毕业于中国科学院大学，获工程力学博士学位。入选中国科学院青年创新促进会会员。
主要从事特殊岩土性质劣化及重大工程病害识别与健康诊断方面的研究。主持/参与国家自然科学基金项目5项、国家科技支撑计划项目课题、湖北省重点研发计划项目以及重大岩土工程研究项目30余项。在J. Rock Mech. Geotech. Eng.，Constr. Build. Mater.，Comput. Geotech.，Rock Mech. Rock Eng.，岩石力学与工程学报，岩土力学等国内外主流期刊上发表SCI/EI收录论文60余篇，其中一作/通讯40余篇，担任J. Rock Mech. Geotech. Eng.，Eng. Geol.，Ocean Eng.，岩土力学，岩土工程学报等20多个期刊审稿人。授权发明专利13项，实用新型专利3项，软件著作权4项，参编中文专著1部，参编住房和城乡建设部行业标准1部、中国地质灾害防治工程协会行业标准1部、中国水利学会行业标准1部以及地方标准3部，获长江科学技术奖科技进步一等奖、安徽省交通科技进步三等奖、中国科学院院长奖。研究成果在南水北调中线、沪汉蓉高铁、沪昆高铁、成渝客专、张吉怀高铁、沪通长江大桥，长沙磁浮等重大工程中得到了成功的应用。
[1] 膨胀岩土多尺度耦合性质劣化特征
[2] 特殊土力学性状衰变机理与变形调控
[3] 重大服役工程病害识别与健康诊断
《长沙理工大学学报（自然科学版）》青年编委
《Journal of Intelligent Construction》青年编委
[1] 国家自然科学基金面上项目：膨胀土胀缩特性的多尺度耦合研究, 2022~2025, 主持, 60万。
[2] 国家自然科学基金青年科学基金项目：膨胀土裂隙再生演化规律与多重裂隙网络模型, 2018~2020, 主持, 23万。
[3] 中国科学院人才项目：中国科学院青年创新促进会会员，2022~2025，主持，80万。
[4] 湖北省重点研发计划项目：安全智能感知与大数据诊断技术研究与应用, 2022~2024, 主持, 146万。
[5] 重大岩土工程项目：沪蓉线黄草山隧道底板上拱变形成因及其发展规律分析, 2021~2021, 主持, 94.2万。
[6] 重大岩土工程项目：新建山西中南部铁路通道弃土（渣）场整改设计, 2020~2021, 主持, 98万。
[7] 中国科学院武汉岩土力学研究所创新探索面上项目：易致灾网纹石灰岩残积红黏土的工程特性及灾害成因分析, 2020~2022, 主持, 30万。
[8] “十二五”科技支撑计划项目课题：强膨胀土（岩）渠道处理技术, 2011~2014, 技术骨干, 504万。
[9] 国家自然科学基金面上项目：考虑裂隙与湿胀效应的膨胀土边坡渗流变形耦合分析方法, 2016~2019, 执行负责, 74万。
[10] 重大岩土工程项目：成渝客专内江北站路基异常变形成因及其发展规律分析, 2017~2020, 执行负责, 348.5万。
[1] Dai Zhangjun, Guo Jianhua, Zhong Kun, Tong Kaiwen, Li Shichang, Huang Kang, Chen Shanxiong. Dynamic evolution of three-dimensional cracks in expansive soil under wet-dry cycles: insights from resistivity monitoring. Bulletin of Engineering Geology and the Environment. 2024, 83(8), 305.
[2] Dai Zhangjun, Huang Kang, Chi Zecheng, Chen Shanxiong. Model test study on the deformation and stability of rainfall-induced expansive soil slope with weak interlayer. Bulletin of Engineering Geology and the Environment. 2024, 83(3), 76.
[3] Dai Zhangjun, Huang Kang, Li Jian, Chi Zecheng, Chen Shanxiong. Decoupling Analysis Method for Rain-Induced Failure of Shallow Expansive Soil Slopes Considering Swelling and Strength Softening. International Journal of Geomechanics. 2024, 24(2): 04023280.
[4] Dai Zhangjun, Guo Jianhua, Chi Zecheng, Chen Shanxiong. Three-dimensional soil-water characteristics model of expansive soil considering swelling effect. International Journal of Geomechanics. 2023, 23(8): 04023119.
[5] Dai Zhangjun, Zhao Chenyang, Guo Chengchao, et al. System Reliability Analysis of Soil Nail Walls against Facing Failures. International Journal of Geomechanics. 2021, 21(9), 04021171.
[6] Dai Zhangjun, Guo Jianhua, Yu Fei, et al. Long-term uplift of high-speed railway subgrade caused by swelling effect of red-bed mudstone: case study in Southwest China. Bulletin of Engineering Geology and the Environment. 2021, 80(6), 4855-4869.
[7] Dai Zhangjun, Chen Shanxiong, Li Jian. Physical model test of seepage and deformation characteristics of shallow expansive soil slope. Bulletin of Engineering Geology and the Environment. 2020, 79(8), 4063-4078.
[8] Huang Kang, Dai Zhangjun*, Yan Chengzeng, Yu Fei, Zhang Wei, Chen Shanxiong. Swelling behaviors of heterogeneous red-bed mudstone subjected to different vertical stresses. Journal of Rock Mechanics and Geotechnical Engineering. 2024, 16(5): 1847-1863.
[9] Huang Kang, Dai Zhangjun*, Meng Yaoyao, Yu Fei, Yao Junkai, Zhang Wei, Chi Zecheng, Chen Shanxiong. Mechanical behavior and fracture mechanism of red-bed mudstone under varied dry-wet cycling and prefabricated fracture planes with different loading angles. Theoretical and Applied Fracture Mechanics. 2023, 127, 104094.
[10] Huang Kang, Yu Fei, …, Dai Zhangjun*. Relationship between capillary water absorption mechanism and pore structure and microfracture of red-layer mudstone in central Sichuan. Bulletin of Engineering Geology and the Environment. 2023, 82(4): 100.
[11] Huang Kang, Yu Fei, …, Dai Zhangjun*. Experimental and Numerical Simulation Study on the Influence of Gaseous Water on the Mechanical Properties of Red‑Layer Mudstone in Central Sichuan. Rock Mechanics and Rock Engineering. 2023, 56, 3159-3178.
[12] Huang Kang, Dai Zhangjun*, Yan Chengzeng, et al. Numerical study on the swelling and failure of red-layer mudstone subgrade caused by humidity diffusion. Computers and Geotechnics. 2023, 156: 105272.
[13] Tong Kai-wen, Guo Jian-hua, …, Dai Zhang-jun*. Effects of the interaction between neighboring droplets on the stability of nanoscale liquid bridges. Construction and Building Materials. 2022, 126627.
[14] Zhang Wei, Li Jiang-Shan, …, Dai Zhang-Jun*. Effect of layer charge density and cation concentration on sorption behaviors of heavy metal ions in the interlayer and nanopore of montmorillonite: A molecular dynamics simulation. Colloids and Surfaces A: Physicochemical and Engineering Aspects. 2022, 657:130553.
[15] Zhang Wei, Chen Shanxiong, …, Dai Zhangjun*, ... Effects of the Layer Charge Location and Interlayer Cation on Rectorite Swelling Properties: Comparison between Molecular Dynamics Simulations and Experiments. The Journal of Physical Chemistry C. 2022, 126(22), 9597–9609.
[16] 张瑞，余飞，佟凯文，黄康，张伟，戴张俊*，陈善雄. 叶绿泥石水化机理及膨胀特性的分子动力学. 硅酸盐学报，2024.
[17] 戴张俊*, 郭建华, 周哲, 等. 川中红层高铁路基长时上拱变形反演与预测. 岩石力学与工程学报. 2020.
[18] 戴张俊*, 陈善雄, 罗红明,等 . 非饱和膨胀土/岩持水与渗透特性试验研究. 岩土力学. 2013.
[19] 戴张俊*, 陈善雄, 罗红明,等 .南水北调中线膨胀土/岩微观特征及其性质研究. 岩土工程学报. 2013.
长江科学技术奖科技进步一等奖，2024.
安徽省交通科技进步三等奖，2023.
中国科学院院长奖，2014.
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