个人简介：

张学亮，博士毕业于同济大学（Tongji University），主要从事地下工程渗流侵蚀灾害研究，在渗流侵蚀发生、演化与灾变全过程机理、渗流侵蚀控制方程及全耦合计算理论等方面取得了创新性成果。目前已在地下工程领域权威期刊发表高水平论文多篇。

代表性论文：

1. Zhang DM, Zhang XL, Du WW. DEM-FEM based numerical analysis on mechanical responses of sandy soil and pipeline to seepage erosion[J]. Engineering Geology, 2022, 310: 106868.

2. Zhang DM, Zhang XL, Du WW. Experimental study on interaction mechanism between pipeline seepage erosion and adjacent foundation pile[J]. Acta Geotechnica, 2024, 19(4): 1745-1763.

3. 张冬梅, 张学亮, 杜伟伟. 基于离散单元法的渗流侵蚀作用下桩基位移与承载特性研究[J]. 岩土力学, 2024, 45(4).

4. Xue YG, Zhang XL, Li SC, et al. Analysis of factors influencing tunnel deformation in loess deposits by data mining: a deformation prediction model[J]. Engineering Geology, 2018, 232: 94-103.

5. Xue YG, Zhang XL, Li SC, et al. Sensitivity analysis of loess stability to physical and mechanical properties: Assessment model[J]. International Journal of Geomechanics, 2019, 19(7): 06019012.