[1] Li Xiaofeng,Li Haibo,Liu Yaqun,Zhou Qingchun,Xia Xiang. Numerical simulation of rock fragmentation mechanisms subject to wedge penetration for TBMs. Tunnelling and Underground Space Technology,2016,53,96-108

[2] Li Xiaofeng,Li Haibo,Zhao Jian. 3D polycrystalline discrete element method (3PDEM) for simulation of crack initiation and propagation in granular rock. Computers and Geotechnics,2017,90: 96-112

[3] Li Xiaofeng,Li Haibo,Li Jianchun,Li Zhiwen. Research on transient wave propagation across nonlinear joints filled with granular materials. Rock Mechanics and Rock Engineering,2018,51: 2373–2393

[4] Li Xiaofeng,Li Xing,Li Haibo,Zhang Qianbing,Zhao Jian. Dynamic tensile behaviours of heterogeneous rocks: The grain scale fracturing characteristics on strength and fragmentation. International Journal of Impact Engineering,2018,118: 98-118

[5] Li Xiaofeng,Li Haibo,Zhang Qianbing,Jiang Jinglin,Zhao Jian. Dynamic fragmentation of rock material: characteristic size,fragment distribution and pulverization law. Engineering Fracture Mechanics,2018. 199:739–59

[6] Li Xiaofeng,Li Haibo,Li Jianchun,Zhao Jian. Effect of joint thickness on seismic response across a filled rock fracture. Géotechnique Letters,2018,8(3):190-194

[7] Li Xiaofeng,Zhang Qianbing,Li Haibo,Zhao Jian. Grain-based discrete element method modelling of multi-scale fracturing in rocks under dynamic loading. Rock Mechanics and Rock Engineering,2018;51: 3785–3817

[8] Li Xiaofeng,Li Haibo,Zhang Guokai. Damage assessment and blast vibrations controlling considering rock properties of underwater blasting. International Journal of Rock Mechanics and Mining Sciences,2019,121: 104045

[9] Li Xiaofeng,Li Haibo,Zhao Jian. The role of transgranular capability in grain-based modelling of crystalline rocks. Computers and Geotechnics,2019,110: 161-183

[10] Li Xiaofeng,Li Haibo,Liu Liwang,Liu Yaqun,Ju Minghe,Zhao Jian. Investigating the crack initiation and propagation mechanism in brittle rocks using grain-based finite-discrete element method. International Journal of Rock Mechanics and Mining Sciences,2020,127: 104219

[11] Li Xiaofeng,Li Haibo,Zhao Jian. Transgranular fracturing of crystalline rocks and its influence on rock strengths: insights from a grain-scale continuum-discontinuum approach. Computer Methods in Applied Mechanics and Engineering. 373:113462,2020

[12] Li Xiaofeng,Li Haibo,Zhang Guokai,Ju Minghe,Zhao Jian. Rate dependency mechanism of crystalline rocks induced by impacts: insights from grain-scale fracturing and micro heterogeneity. International Journal of Impact Engineering. 2021. 2021;155:103855.

[13] Li Xing,Li Xiaofeng*,Zhang Qianbing,Zhao Jian. A numerical study of spalling and related rockburst under dynamic disturbance using a particle-based numerical manifold method (PNMM). Tunnelling and Underground Space Technology,2018,81: 438-449

[14] Zhang Guokai,Li Haibo,Wang Mingyang,Li Xiaofeng^*. Crack initiation of granite under uniaxial compression tests: A comparison study. Journal of Rock Mechanics and Geotechnical Engineering. 2020,12(3) 656-666

[15] Liu Liwang,Li Haibo,Li Xiaofeng^*,Wu Renjie. Full-field strain evolution and characteristic stress levels of rocks containing a single pre-existing flaw under uniaxial compression. Bulletin of Engineering Geology and the Environment,2020: 79,3145-3161

[16] Wu Renjie,Li Haibo,Li Xiaofeng^*,Xia Xiang,Liu Liwang. Experimental study and numerical simulation on dynamic behaviour of transversely isotropic phyllite,International Journal of Geomechanics,2020,1943-5622

[17] Liu Liwang,Li Haibo,Li Xiaofeng^*,Wu Di,Zhang Guokai. Underlying mechanisms of crack initiation for granitic rocks containing a single pre-existing flaw: insights from digital image correlation (DIC) analysis. Rock Mechanics and Rock Engineering,2020: 1-17

[18] Liu Liwang,Li Haibo,Li Xiaofeng^*,Zhou Chuanbo,Zhang Guokai. Simulation on heterogeneous rocks with a flaw using grain-based discrete-element method. Géotechnique Letters,2021;11:55–65

[19] Zhang Guokai,Wang MY,Li Xiaofeng^*,Yue Songlin,Wen Zhu,Han Songtong. Micro- and macrocracking behaviors in granite and molded gypsum containing a single flaw. Construction and Building Materials. 2021;292:123452.

[20] Wang Beng,Li Haibo,Shao Zhushan,Chen Shihai,Li Xiaofeng^*. Investigating the mechanism of rock fracturing induced by high-pressure gas blasting with a hybrid continuum-discontinuum method. Computers and Geotechnics,2021;140:104445

[21] Ju Minghe,Li Xiaofeng^*,Li Xing,Zhang Guanglei. A review of the effects of weak interfaces on crack propagation in rock: from phenomenon to mechanism. Engineering Fracture Mechanics, 2022;263:108297.

[22] Wang Beng,Li Haibo,Xing Haozhe,Li Xiaofeng^*, Modelling of gas-driven fracturing and fragmentation in liquid CO2 blasting using finite-discrete element method. Engineering Analysis with Boundary Elements,2022 144:409–421

[23] Liu Liwang,Li Haibo,Li Xiaofeng^*. A state-of-the-art review of mechanical characteristics and cracking processes of pre-cracked rocks under quasi-static compression. Journal of Rock Mechanics and Geotechnical Engineering,2022,14(6):2034-2057

[24] Li Qian,Li Haibo,Fu Shuaiyang,Li Xiaofeng*. The effect of in-situ stress on blast-induced rock fracture and damage zone. Tunnelling and Underground Space Technology,154,106091,2024

[25] Fu Shuaiyang,Li Haibo,Liu Liwang,Li Qian,Li Xiaofeng*,Study on the characteristics of blast-induced damage zone by using the wave velocity field inversion technique,Computers and Geotechnics, 176,2024,106808

[26] Liu Liwang,Li Haibo,Zhang Guokai,Fu Shuaiyang,Li Xiaofeng*. Investigation on Rate Dependency of Acoustic Emission Behaviours of Sandstone Under Quasi-Dynamic Uniaxial Compression. Rock Mechanics and Rock Engineering,1-14,2025.

[27] Liu Liwang,Li Haibo,Wang Mingyang.,Zhang Guokai*,Sui Yaguang,Li Xiaofeng*. Numerical investigation on quasi-dynamic behaviours of fractured rocks under uniaxial compression using new rate-dependent contact models. Engineering Analysis with Boundary Elements,176,106268,2025.

[28] Li Haibo,Li Xiaofeng,Li Jianchun,Xia Xiang,Wang Xiaowei. Application of coupled analysis methods for prediction of blast-induced dominant vibration frequency. Earthquake Engineering and Engineering Vibration,2016,15(1):153–62

[29] Ju Minghe,Li Jianchun,Li Xiaofeng,Zhao Jian. Fracture surface morphology of brittle geomaterials influenced by loading rate and grain size. International Journal of Impact Engineering,2019,133: 103363

[30] Ju Minghe,Li Jianchun,Yao Qiangling, Li Xiaofeng, Zhao Jian. Rate effect on crack propagation measurement results with crack propagation gauge,digital image correlation,and visual methods. Engineering Fracture Mechanics,2019,219: 106537

[31] Ju Minghe,Li Xiaofeng,Li Jianchun. Large-scale asymmetric pulverisation of fault zone: Insights from rock axial strain in static and dynamic loading conditions. International Journal of Rock Mechanics and Mining Sciences, 2021,137: 104557

[32] Xing Haozhe,Wang Mingyang,Ju Minghe,Li Jianchun,Li Xiaofeng. Measurement of ejection velocity of rock fragments under dynamic compression and insight into energy partitioning. International Journal of Rock Mechanics and Mining Sciences, 2022;149:104992.

[33] Li Xing,Pan Cheng,Li Xiaofeng,Shao Chengmeng,Li Haibo. Application of a synthetic rock mass approach to the simulation of blasting-induced crack propagation and coalescence in deep fractured rock. Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 2022,8(2),57.

[34] Li Haibo,Liu Liwang,Fu Shuaiyang,Liu Bo,Li Xiaofeng. Rate-dependent strength and crack damage thresholds of rocks at intermediate strain rate. International Journal of Rock Mechanics and Mining Sciences, 2023,171,105590.

[35] Li Yiming, Zhao Gaofeng, Jiao Yuyong, Yan Chengzeng, Wang Xun, Shen Luming, Yang Lei, Liang Zhengzhao, Li Wanrun, Zhou Xiaoxiong, Li Xiaofeng,Liu Feng, Zhang Kaiyu, Li Xing, Pan Cheng, Le Tiancheng. A benchmark study of different numerical methods for predicting rock failure. International Journal of Rock Mechanics and Mining Sciences, 2023,166,105381.

[36] Lu Ang,Yan Peng,Lu Wenbo,Li Xiaofeng,Liu Xiao,Luo Sheng,Huang Shuiling, Grasselli Giovanni. Crack propagation mechanism of smooth blasting holes for tunnel excavation under high in-situ stress. Engineering Fracture Mechanics, 304,110144,2024.

[37] 李晓锋,李海波,夏祥,刘博,冯海鹏. 类节理岩石直剪试验力学特性的数值模拟研究. 岩土力学, 2016,37(2),583-591 (F5000 论文)

[38] 张国凯,李海波,夏祥,李俊如,李晓锋,宋涛.岩石细观结构及参数对宏观力学特性及破坏演化的影响.岩石力学与工程学报,2016,35(07),1341-1352.

[39] 李晓锋，李海波，刘凯，张乾兵，邹飞，黄理兴，Zhao Jian. 冲击荷载作用下岩石动态力学特性及破裂特征研究. 岩石力学与工程学报,2017,36(10):2393-2405 （陈宗基优秀论文奖, F5000 论文）

[40] 武仁杰,李海波,李晓锋,岳好真,于崇,夏祥.不同冲击载荷下层状千枚岩压缩力学特性研究.岩石力学与工程学报,2019,38(S2),3304-3312.

[41] 张国凯,李海波,王明洋, 李晓锋.基于声学测试和摄像技术的单裂隙岩石裂纹扩展特征研究.岩土力学,2019,40(S1),63-72+81.

[42] 张国凯,李海波,王明洋,李晓锋.单裂隙花岗岩破坏强度及裂纹扩展特征研究.岩石力学与工程学报,2019,38(S1),2760-2771.

[43] 李晓锋. 强冲击荷载下岩石材料断裂及破碎机制研究. 岩石力学与工程学报,2020,40(2):432-432

[44] 刘黎旺,李海波,李晓锋,张国凯, 武仁杰.基于矿物晶体模型非均质岩石单轴压缩力学特性研究.岩土工程学报,2020,42(03),542-550.

[45] 武仁杰,李海波,李晓锋,于崇,夏祥, 刘黎旺. 冲击载荷作用下层状岩石破碎能耗及块度特征.煤炭学报,2020,45(03),1053-1060.

[46] 鞠明和,陶泽军,李晓锋,蔚立元,姜礼杰, 李晓昭.粒子重复冲击破岩细观损伤及破碎特征试验研究.岩土力学,2022,43(12),3281-3293.

[47] 傅帅旸,李海波, 李晓锋.基于DIC方法与声发射的花岗岩断裂过程区范围研究.岩石力学与工程学报,2022,41(12),2497-2508.

[48] 傅帅旸,李海波,吴迪,王犇,刘黎旺, 李晓锋.基于波速场反演的爆破损伤区范围界定研究.岩石力学与工程学报,2024,43(S1),3257-3266.

[49] 李海波,刘黎旺,李晓锋,刘博,李俊如.全伺服式中等应变率三轴试验系统的研制及应用.岩石力学与工程学报,2022,41(02),217-227.

[50] 李志文,李潜,徐斌,李晓锋*, 李海波.反平面线源荷载作用下浅埋圆形非完全粘结隧道动力响应研究.爆炸与冲击,2024,44(08),62-73.

[51] 李潜,李海波,傅帅旸,鞠明和, 李晓锋*.高地应力下双孔爆破成缝最优孔间距研究.岩石力学与工程学报,2025,44(03),678-690.

[52] 何立恒,李海波,李潜,李晓锋*. 岩石 Mott 环自由膨胀动态破碎特征研究. 力学学报, 2025,57(2),1-14.

[53] 非均质岩石动态断裂与破碎过程的裂纹演化规律研究. 鞠明和，李晓锋,徐州：中国矿业大学出版社，ISBN 978-7-5646-6396-4

1、核电工程岩体爆破动力灾害防控理论及关键技术，湖北省人民政府，科技进步一等奖(2/15)，2020

2、岩石动态变形破坏过程和强度特征分析理论与方法，中国岩石力学与工程学会，自然科学一等奖(2/4)，2023

3、国际岩石力学学会罗哈奖银奖(国家小组历史上第二人次)，2021

4、美国岩石力学学会未来领袖计划(平均每年全球不超过10人)，2022

5、中国科学院百篇优秀博士论文(1/80)，2020

6、中国岩石力学与工程学会优秀博士论文奖(排第1)，2020

7、中国科学院院长特别奖(1/50)，2019