研究方向：

主要从事岩石力学、断裂力学、边坡支护、冻融灾害实验与理论分析以及广义有限差分法、断裂相场法、近场动力学数值研究。

教育背景：

2015.09-2019.06 绍兴大学土木工程专业，获得工学学士学位

2019.09-2022.06 青海大学土木工程专业，获得工学硕士学位

2022.09-2025.09 北京交通大学土木工程专业，获得工学博士学位

工作经历：

2025.11-至今    青海理工学院  专任教师

奖励和荣誉：

1. 2025年入选青海省“昆仑英才·高端创新创业人才”人才称号

详细介绍：

1.论文情况

[1] Xiang T, Chen W. Impact analysis of transverse isotropic freezing expansion in surrounding rock and variation of freezing front on cracks initiation[J]. Computers and Geotechnics, 2024, 174: 106623.(SCI,1区TOP)

[2] Xiang T, Chen W. Study on frost heaving force and the propagation of cracks in freezing rocks using the phase field method[J]. Theoretical and Applied Fracture Mechanics, 2024, 130: 104280. SCI,1区TOP)

[3] Chen W, Xiang T. Elastoplastic Crack Initiation Behavior of Unsaturated Rock Fractures (Cavities) With Asymmetric Hole-Edge Cracks Under Gas-Ice Pressure[J]. Fatigue & Fracture Of Engineering Materials & Structures.(SCI,2区)

[4] Xiang T, Chen W. Mechanism of Elastic–Plastic Crack Initiation in Unsaturated Rock Cracks under Gas–Ice Pressure at Low Temperatures[J]. ASCE Journal of Engineering Mechanics, 2025, 151(2): 04024113(SCI,3区)

[5] Xiang T, Chen W. Freeze-thaw effect-induced unidirectional extension of crack and rock fracture analysis[J]. Archive of Applied Mechanics, 2024, 94(10): 2921-2940. (SCI,3区)

[6] Chen W, Xiang T. Frost heaving and crack initiation characteristics of tunnel rock mass in cold regions underlow-temperature degradation[J]. Journal of Mountain Science, 2024, 21(8): 2844-2854.(SCI,3区)

[7] 向田,李元勋,高欣亚,等.季冻区框锚支护边坡变位多场耦合分析[J].煤炭学报, 2021, 46(S02):10.(EI,卓越期刊)

[8] Tian X, Yuan-xun L, Shuai-hua Y, et al. Coupling effect of heat-moisture-stress on the freeze-thaw characteristics of slopesupported with framed anchor[J]. Arabian Journal of Geosciences, 2022, 15: 1-15.(SCI，4区)

2.科研项目

[1] 完成国家自然科学基金项目地铁运行产生的地层低频柱面波及引起古建筑差异微振动(No.51978039)，主要参与人。