个人简介：

唐建彬，博士毕业于北京交通大学，主要从事岩土本构模型与计算岩土力学研究，在数学规划微极连续体有限元方法、土体应变局部化分析等方面取得了创新研究成果，目前已在岩土工程领域高水平期刊发表中英文学术论文10余篇。

代表性论文：

[1]. Tang, J., Chen, X., Cui, L., & Liu, Z. (2023). Strain localization of Mohr-Coulomb soils with non-associated plasticity based on micropolar continuum theory. Journal of Rock Mechanics and Geotechnical Engineering, 15(12), 3316-3327.

[2]. Tang, J., Chen, X., Cui, L., Xu, Z., & Liu, G. (2024). Geotechnical analysis involving strain localization of overconsolidated soils based on unified hardening model with hardening variable updated by a composite scheme. International Journal for Numerical and Analytical Methods in Geomechanics, 48(8), 2237-2256.

[3]. Tang, J., Chen, X., Liu, Z., & Cui, L. (2024). Numerical analysis of strain localization in granular soils by modified Cam-clay model based on micropolar continuum theory. International Journal of Geomechanics, 24(7), 04024138.

[4]. Tang, J., Wang, X., Chen, X., Wang, D., & Yu, Y. (2022). Geotechnical strain localization analysis based on micropolar continuum theory considering evolution of internal characteristic length. International Journal of Geomechanics, 22(8), 06022016.

[5]. Chen, X., Tang, J., Cui, L., & Liu, Z. (2023). Stability and failure pattern analysis of bimslope with Mohr-Coulomb matrix soil: From a perspective of micropolar continuum theory. Journal of Central South University, 30(10), 3450-3466.

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撰稿：唐建彬

编辑：方育智

校对：章艺严

审核：申轶尧