司雪峰

2023年03月27日 19:15  点击:[]

司雪峰  老师简历

 

院系:太阳成集团tyc122ccvip 城市地下空间工程系

职务/职称:讲师

E-mail: xuefsi@163.comxuefsi@usc.edu.cn

 

教育经历(从大学本科开始,按时间倒排序):

2018/09-2022/06,中南大学,资源与安全工程学院,博士,李夕兵,刘希灵

2015/09-2018/06,中南大学,资源与安全工程学院,硕士,宫凤强

2011/09-2015/06,河南理工大学,能源科学与工程学院,学士

 

工作经历(科研与学术工作经历,按时间倒排序):

2022/07-至今,太阳城集团,太阳成集团tyc122ccvip城市地下空间工程系,校聘教授

 

发表论文:

[1] Xuefeng Si, Fengqiang Gong*. Strength-weakening effect and shear-tension failure mode transformation mechanism of rockburst for fine-grained granite under triaxial unloading compression[J]. International Journal of Rock Mechanics and Mining Sciences, 2020, 131: 104347. (中科院一区,ESI高被引/热点论文,Top期刊)

[2] Xuefeng Si, Fengqiang Gong*, Xibing Li, Shanyong Wang, Song Luo. Dynamic Mohr–Coulomb and Hoek–Brown strength criteria of sandstone at high strain rates[J]. International Journal of Rock Mechanics and Mining Sciences, 2019, 115: 48-59. (中科院一区,Top期刊)

[3] Xuefeng Si, Xibing Li*, Fengqiang Gong, Linqi Huang, Xiling Liu. Experimental investigation of failure process and characteristics in circular tunnels under different stress states and internal unloading conditions[J]. International Journal of Rock Mechanics and Mining Sciences, 2022, 154: 105116. (中科院一区,ESI高被引论文,Top期刊)

[4] Xuefeng Si, Xibing Li*, Fengqiang Gong, Linqi Huang, Chunde Ma. Experimental investigation on rockburst process and characteristics of a circular opening in layered rock under three-dimensional stress conditions[J]. Tunnelling and Underground Space Technology, 2022, 127: 104603. (中科院一区,Top期刊)

[5] Fengqiang Gong*, Xuefeng Si, Xibing Li, Shanyong Wang. Dynamic triaxial compression tests on sandstone at high strain rates and low confining pressures with split Hopkinson pressure bar[J]. International Journal of Rock Mechanics and Mining Sciences, 2019, 113: 211-219. (中科院一区,ESI高被引/热点论文,Top期刊)

[6] Fengqiang Gong*, Xuefeng Si, Xibing Li, Shanyong Wang. Experimental investigation of strain rockburst in circular caverns under deep three-dimensional high-stress conditions[J]. Rock Mechanics and Rock Engineering, 2019, 52: 1459-1474. (JCR一区,ESI高被引/热点论文)

[7] Xuefeng Si, Linqi Huang*, Xibing Li, Chunde Ma, Fengqiang Gong. Experimental investigation of spalling failure of Dshaped tunnel under threedimensional highstress conditions in hard rock[J]. Rock Mechanics and Rock Engineering, 2021, 54: 3017-3038. (JCR一区)

[8] Xuefeng Si, Kang Peng*, Song Luo. Experimental investigation on the influence of depth on rockburst characteristics in circular tunnels[J]. Sensors, 2022, 22(10): 3679. (JCR二区)

[9] Xuefeng Si, Linqi Huang*, Xibing Li, Fengqiang Gong, Xiling Liu. Mechanical properties and rockburst proneness of phyllite under uniaxial compression[J]. Transactions of Nonferrous Metals Society of China, 2021, 31(12): 3862-3878. (中科院一区,Top期刊)

[10] Xuefeng Si, Linqi Huang, Fengqiang Gong, Xiling Liu, Xibing Li*. Experimental investigation on influence of loading rate on rockburst in deep circular tunnel under true-triaxial stress condition[J]. Journal of Central South University, 2020, 27(10): 2914-2929. (JCR二区)

[11] Xuefeng Si, Linqi Huang*, Fengqiang Gong, Xibing Li. Failure process and characteristics of three-dimensional high-stress circular tunnel under saturated water content[J]. Transactions of Nonferrous Metals Society of China, 2022, 32(8): 2696−2708. (中科院一区,Top期刊)

[12] Linqi Huang, Xuefeng Si*, Xibing Li, Fengqiang Gong, Yong Luo. Influence of maximum principal stress direction on the failure process and characteristics of D-shaped tunnels[J]. International Journal of Mining Science and Technology, 2022, 32: 1125-1143. (中科院一区,Top期刊)

[13] Xuefeng Si, Song Luo, Yong Luo. A review of mechanical properties and rockburst investigation of transversely isotropic rocks by experimental technique. Materials, 2023, 16, 3183. (JCR一区)

[14] 司雪峰,宫凤强*. 深部高应力圆形隧洞内部卸荷条件下岩爆模拟试验和强度弱化效应研究[J]. 岩石力学与工程学报, 2021, 40(2): 276-289. (EI)

[15] 司雪峰,宫凤强*,罗勇,李夕兵. 深部三维圆形洞室岩爆过程的模拟试验[J]. 岩土力学, 2018, 39(2): 621−634. (EI)

[16] 宫凤强*司雪峰,李夕兵,陶明. 基于应变率效应的岩石动态Mohr-Coulomb准则和Hoek-Brown准则研究[J]. 中国有色金属学报, 2016, 26(8): 1763-1773. (EI)

 

专利:

1. 模拟三维加载条件下爆破开挖卸荷的试验装置及试验方法,发明,专利号ZL 201711185344.4

2. 模拟二维加载液氮降温巷道开挖卸荷的试验装置及方法,发明,专利号ZL 201711185371.1

 

获得奖励与称号:

1. 2022年度高等学校科学研究优秀成果奖自然科学二等奖(3/5

2. 2022年度绿色矿山科学技术奖一等奖(4/5

3. 2020年度《Journal of Central South University》优秀审稿人

4. 2020年度湖南省优秀硕士学位论文

5. 2021年度中国黄金协会科学技术奖一等奖(12/20

6. 2022年度中国黄金协会科学技术奖三等奖(6/12

7. 一篇论文入选2022年度领跑者5000—中国精品科技期刊顶尖学术论文(F5000

 

 

 

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