黄 晓 林
云南省丽江市永胜县人，工学博士，现为西安交通大学人居环境与建筑工程学院土木工程系特聘研究员，博士生导师。
欢迎对岩土工程、工程地质、岩土力学、地质灾害等领域感兴趣的同学加盟！
电子邮箱: huangxiaolin@xjtu.edu.cn
Home - 黄 晓林
研究团队：黄土力学与灾害防治研究团队
负责人：许领 教授
研究兴趣：
（1）黄土多尺度结构劣化-力学性质弱化
（2）黄土水动力灾变CFD-DEM/FDEM模拟
（3）岩体结构动力响应及灾变机理
（4）岩体多尺度异质结构及力学行为
欧美同学会会员
中国岩石力学与工程学会岩石动力学专委会委员
中国地球物理学会环境地球物理专业委员会委员
国际工程地质与环境学会（IAEG）会员
中国岩石力学与工程学会会员
通讯地址：
陕西省西安市西咸新区沣西新城
中国西部科技创新港
19号泓润楼3层3093办公室
邮编：712046
教育背景:
2010.09-2016.06: 中国科学院地质与地球物理研究所，地质工程专业，硕博连读 (导师: 祁生文 研究员)
2014.10-2015.10: 加拿大多伦多大学，土木工程专业，博士联合培养 (导师: 夏开文 教授)
2006.09-2010.06: 中国地质大学(武汉)，勘查技术与工程专业，本科
工作经历：
2022.06-至今: 西安交通大学，特聘研究员
2019.01-2022.06: 中国科学院地质与地球物理研究所，副研究员
2016.07-2019.01: 中国科学院地质与地球物理研究所，博士后
人才计划：
（1）西安交通大学青年拔尖人才支持计划（2022）
（2）中国科学院青年创新促进会会员（2021）
所获奖励：
（1）中国岩石力学与工程学会自然科学一等奖（2020，排名第二）
（2）中国科学院优秀博士学位论文（2017）
（3）中国科学院院长优秀奖（2016）
（4）博士研究生国家奖学金（2015）
（5）中国科学院大学“三好学生”/“三好学生标兵”（2013）
（6）第15次全国岩石力学与工程学术年会优秀报告奖（2018）
（7）第十五届全国岩石动力学学术大会优秀报告奖（2016）
（8）地球与行星全国博士后学术论坛优秀报告奖（2016）
（1）国家重点研发计划子课题“高陡山体结构特征及强震动力响应规律”（主持）
（2）国家自然科学基金青年项目“碎裂结构岩体动态剪切特性及强震溃散机理研究” （主持）
（3）中科院地质地球所重点部署项目子课题“含沉积物天然气水合物力学特性” （主持）
（4）中国科学院重点实验室开放基金一等资助“不同埋深岩体的波动力学特征研究” （主持）
（5）中国博士后基金面上项目一等资助“充填结构面与压缩应力波相互作用研究” （主持）
（6）国铁集团川藏铁路有限公司专题研究项目“新建铁路川藏线雅安至林芝段毛垭坝斜坡稳定性评估” （研究骨干）
（7）中国科学院重点部署项目“交通廊道活动构造与地应力分布规律” （研究骨干）
（8）中国科学院重点部署项目“工程边坡地震防控” （研究骨干）
*-通讯作者
Du, J., Huang*, X., Yang*, G., Xue, L., Wu, B., Zhang, M., Zhang, X. (2022). UDEC modelling on dynamic response of rock masses with joint stiffness weakening attributed to particle crushing of granular fillings. Rock Mechanics and Rock Engineering, DOI : 10.1007/s00603-022-03181-3.
Huang*, X., Qi*, S., Guo, S., Zheng, B., Zhao, Q., Sha, P., Wang, T., Yao, X., Liang, N., Chang, J., Rong, X. (2022). Effect of the crystal habit on micromechanical extensile behaviors of the crystalline rock during compression. Engineering Geology, 310: 106874.
Hou, X., Qi*, S., Huang, X., Guo, S., Zou, Y., Ma, L., Zhang, L. (2022). Hydrate morphology and mechanical behavior of hydrate-bearing sediments: a critical review. Geomechanics and Geophysics for Geo-Energy and Geo-Resources,8, 161.
Wu, S., Gao*, K., Feng, Y., Huang, X. (2022). Influence of slip and permeability of bedding interface on hydraulic fracturing: A numerical study using combined finite-discrete element method. Computers and Geotechnics, 148: 104801
Zhai, M., Xue*, L., Bu, F., Yang, B., Huang*, X., Liang, N., Ding, H. (2022). Effects of Bedding Planes on Progressive Failure of Shales under Uniaxial Compression: Insights from Acoustic Emission Characteristics. Theoretical and Applied Fracture Mechanics, 119: 103343.
Bu, F., Xue*, L., Zhai, M., Huang*, X., Dong, J., Liang, N., Xu, Chao. (2022). Evaluation of the characterization of acoustic emission of brittle rocks from the experiment to numerical simulation. Scientific Reports, 12, 498.
Zou, Y., Qi*, S., Guo, S., Zheng, B., Zhan, Z., He, N., Hou, X., Huang, X., Liu, H. (2022) Factors Controlling the Spatial Distribution of Coseismic Landslides Triggered by the Mw 6.1 Ludian Earthquake in China, Engineering Geology, 296, 106477
Wu, M., Gao*, K., Liu, J., Song, Z, Huang*, X. (2021) Influence of rock heterogeneity on hydraulic fracturing: A parametric study using the combined finite-discrete element method. International Journal of Solids and Structures, 234–235: 111293
He, J., Zhan, Z., Qi*, S., Guo, S., Li, C., Zheng, B., Huang, X., Zou, Y., Yang, G., Liang, N. (2021). Seismic response characteristics and deformation evolution of the bedding rock slope using a large-scale shaking table. Landslides, 18, 2835–2853
Zheng, B., Qi, S., Luo, G., Liu, F., Huang, X., Guo, S. (2021) Characterization of discontinuity surface morphology based on 3D fractal dimension by integrating laser scanning with ArcGIS. Bulletin of Engineering Geology and the Environment, 80, 2261-2281.
Huang*, X., Qi, S., Zheng, B., Liang, N., Li, L., Xue, L., Guo, S., Sun, X., Tai, D. (2021) An advanced grain-based model to characterize mechanical behaviors of crystalline rocks with different weathering degrees. Engineering Geology, 280, 105951
Yao, X., Qi*, S., Huang, X., Guo, S. (2020). An empirical attenuation model of peak ground acceleration (PGA) in the near field of a great earthquake. Natural Hazards. 105(1), 691-715.
Zheng, B., Qi*, S., Huang, X., Liang, N., Guo, S. (2020) Compression-Induced Tensile Mechanical Behaviors of the Crystalline Rock under Dynamic Loads. Materials, 13(22), 5107
Zheng, B., Qi*, S., Guo, S., Huang, X., Liang, N., Zou, Y., Luo, G. (2020) A new shear strength criterion for rock masses with non-persistent discontinuities considering the nonlinear progressive failure process. Materials, 13(21), 4694
Huang, X., Qi *, S., Zheng, B., Guo, S., Liang, N., Zhan, Z. (2020). Progressive Failure Characteristics of the Brittle Rock under High-strain-rate Compression Using the Bonded Particle Model. Materials, 13(18), 3943
Huang, X., Qi *, S., Zheng, B., Liu, Y., Xue, L., Liang, N. (2020). Stress Wave Propagation through Rock Joints Filled with Viscoelastic Medium Considering Different Water Contents. Applied Sciences, 10, 4797
Qi*, S., Zheng, B., Wu, F., Huang, X., Guo, S., Zhan, Z., Zou, Y., Giovanni, B. (2020). A new dynamic direct shear testing device on rock joints. Rock Mechanics and Rock Engineering. 12(14), 5516.
Zheng, B., Qi*, S., Huang, X., Guo, S., Wang, C., Zhan, Z., Luo, G. (2020). An advanced shear strength criterion for rock discontinuities considering size and low shear rate. Applied Sciences, 10, 4095.
Li*, L.; Huang, B.; Huang, X.; Wang, M.; Li, X. (2020). Tensile and Shear Mechanical Characteristics of Longmaxi Shale Laminae Dependent on the Mineral Composition and Morphology. Energies, 13, 2977.
Qi*, S., Lan, H., Martin, D., Huang, X. (2020). Factors Controlling the Difference in Brazilian and Direct Tensile Strengths of the Lac du Bonnet Granite. Rock Mechanics and Rock Engineering, 53,
Huang, X., Qi, S., Yao, W., and Xia*, K. (2019). Effect of filling humidity on the propagation of high-amplitude stress waves through an artificial joint. Geotechnical Testing Journal, 42(1): 30-42.
Huang, X., Qi*, S., Xia, K., and Shi, X. (2018). Particle crushing of a filled fracture during compression and its effect on stress wave propagation. Journal of Geophysical Research: Solid Earth, 123: 5559-5587.
Huang, X., Zhao., Q., Qi*., S., Xia., K., Grasselli, G., and Chen, X. (2017). Numerical simulation on seismic response of the filled joint under high amplitude stress waves using FDEM. Materials, 10, 13.
Huang, X., Qi., S., Xia*., K., Zheng., H., and Zheng., B. (2016). Propagation of high amplitude stress waves through a filled artificial joint: An experimental study. Journal of Applied Geophysics, 130: 1-7.
Huang, X., Qi*, S., Williams, A., Zou, Y., and Zheng B. (2015). Numerical simulation of stress wave propagating through filled joints by particle model. International Journal of Solids and Structures, 69(70): 23-33.
Huang, X., Qi*, S., Liu, Y., and Zhan, Z. (2015). Stress wave propagation through viscous-elastic jointed rock masses using propagator matrix method (PMM). Geophysical Journal International, 200(1): 452-470.
Huang, X., Qi*, S., Guo, S., and Dong, W. (2014). Experimental study of ultrasonic waves propagating through a rock mass with a single joint and multiple parallel joints. Rock Mechanics and Rock Engineering, 47: 549-559.
黄晓林, 祁生文, 郭松峰.一种岩体试件超声波测试设备，ZL201210275641.9 (国家发明专利)
祁生文, 黄晓林, 郭松峰. 一种岩体结构面冲击剪切仪，ZL201210276330.4（国家发明专利）
祁生文,黄晓林,郑博文,郭松峰,邹宇,詹志发,汪冲浪.一种间接测量粗糙结构面动态刚度的装置，ZL20171023786.1. (国家发明专利)
Zheng, B., Qi, S., Huang, X., Liang, N., Zou, Y., Zhan, Z., Jiang, L., Wang, X. Shear box for testing cyclic shear characteristics of a rock mass discontinuity. US 10876944 B1. 2020-12-29 (US patent)
Qi, S., Huang, X., Zhang, X., Zheng, B., Li, Z., Li, L., Li, S., Ma, F., Qin, S., Shang, Y., Xue, L. Shear box for simulating motion characteristics of active fault. 2020102283. 2020-10-14. (Australian patent)
(创新港)
