教育背景2016/09-2023/03，University of Ottawa，博士 2013/09-2016/06，同济大学，硕士 2009/09-2013/06，山东建筑大学，学士 工作经历2024/12-至今，山东建筑大学，讲师 2023/03-2024/03，Kyoto University，博士后 科研项目1. 山东省自然科学基金（青年），干湿循环作用下黄泛区非饱和粉土抗剪强度劣化与剪切带演化互馈机制研究，在研，主持。 2. Japan Society for the Promotion of Science，Strain-softening constitutive model for unsaturated soil and its application to slope stability，结题，主持。 学术成果1. Yang, X., and Vanapalli, S. K. 2019. Slope stability analyses of Outang landslide based on the peak and residual shear strength behavior. Advanced Engineering Sciences, 51(4): 55-68. 2. Yang, X., Jia, M. and Ye, J. 2020. Method for estimating wall deflection of narrow excavations in clay. Computers and Geotechnics, 117: 103224. 3. Yang, X., and Vanapalli, S. K. 2021. Model for predicting the variation of shear stress in unsaturated soils during strain-softening. Canadian Geotechnical Journal, 58(10): 1513-1526. 4. Yang, X., and Vanapalli, S. K. 2022. Mechanisms and modeling methods of strain-softening behavior of unsaturated soils. International Journal of Geomechanics, 23(5): 03123001. 5. Yang, X., and Vanapalli, S. K. 2024. Mechanical behavior of unsaturated soils from suction-controlled ring shear tests. Engineering Geology, 341: 107695. 6. Yang, X., and Vanapalli, S. K. 2024. Model for the prediction of residual shear strength of unsaturated soils. Canadian Geotechnical Journal, 62: 1-18. 7. Yang, X., and Vanapalli, S. K. 2025. Model for the prediction of strain-softening stress–strain relationship for unsaturated soils associated with large shear deformation. Journal of Geotechnical and Geoenvironmental Engineering, 151(11): 06025004. 8. Ji, D., Zhao, H., Cheng, H., Yang, X., and Ge, L. 2022. Damage evolution and fracture behavior of different materials specimens containing a central hole subjected to local loading. Scientific Reports, 12(1), 16560. 9. 贾敏才，杨修晗，叶建忠.2016.小尺度井结构基坑墙后土压力的坑角效应. 哈尔滨工业大学学报，48(12), 95-102. |
