2018.12-2022.09 帝国理工学院，岩土工程，博士， 导师：Prof. Catherine O’Sullivan; Dr. Antonio Carraro

2016.10-2018.10 香港大学，岩土工程，研究型硕士 导师：Dr. Sérgio Lourenço；杨峻教授

2015.09-2016.09 香港大学，岩土工程，授课型硕士 导师：Dr. Sérgio Lourenço

2011.09-2015.06 同济大学，土木工程，本科

2011.09-2013.06 同济大学，土木工程/应用数学，辅修

[1] 国家自然科学基金委，优秀青年科学基金项目（海外），复杂结构土体多尺度力学特性研究，2025至2028，100-300万，在研

[2] 上海市领军人才计划，岩土高性能计算，2025至2028，60万，在研

[1] 美国土木工程协会2021年度编辑精选论文

[2] 上海市领军人才

[3] 帝国理工学院Dixon科研奖

[4] 中国土木工程学会工程风险与保险研究分会第三届青年论坛委员，委员（2025-至今）

以一作或通讯作者发表岩土领域权威SCI论文20余篇，共计30余篇。

一、 复杂结构土体多尺度力学特性研究与高性能先进计算

[1] Liu, D. Y., Wang, M., & Wang, C#. (2025). Discrete element analyses of stiffness distribution of gap-graded soils with particle property disparity. Journal of Rock Mechanics and Geotechnical Engineering, 17(4), 2603-2618.

[2] Liu, D. Y., Wang, M. T., & Wang, C#. (2024). Evaluation of mechanical behaviour of gap-graded soils with particle property disparity. Computers and Geotechnics, 167, 106099.

[3] Liu, D. Y., O'Sullivan, C#., & Carraro, J. A. H. (2023). The influence of particle size distribution on the stress distribution in granular materials. Géotechnique, 73(3), 250-264.

[4] Liu, D. Y., O’Sullivan, C#., & Carraro, J. A. H. (2022). Use of combined static and dynamic testing to quantify the participation of particles in stress transmission. Journal of Geotechnical and Geoenvironmental Engineering, 148(11), 04022100.

[5] Liu, D. Y #., Morimoto, T., Carraro, J. A. H., & O’Sullivan, C. (2022). A semi-empirical re-evaluation of the influence of state on elastic stiffness in granular materials. Granular Matter, 24(2), 56.

[6] Liu, D. Y., O’Sullivan, C#., & Carraro, J. A. H. (2021). Influence of Particle Size Distribution on the Proportion of Stress-Transmitting Particles and Implications for Measures of Soil State. Journal of Geotechnical and Geoenvironmental Engineering, 147(3).

二、 岩土随机力学与多尺度不确定性传播研究

[1] Liu D.Y., Lyu M.Z#., Zhao J.D. (2025). Quantifying the impact of inherent coupling particle scale variability on granular soil behavior: A micromechanical study. Journal of Geotechnical and Geoenvironmental Engineering (accepted).

[2] Liu, D. Y., & Lyu, M. Z#. (2025). Capturing the random mechanical behavior of granular materials: A comprehensive stochastic discrete element method study. Géotechnique, 1-35.

[3] Liu, D. Y., Che, H. Q#., Wang, C#., & Chen, Y. (2025). Assessing the effect of layered spatial variability on soil behavior via DEM simulation. Computational Particle Mechanics, 1-22.

[4] Liu, D. Y., & Lyu, M. Z#. (2023). Uncertainty quantification for granular materials with a stochastic discrete element method. Computers and Geotechnics, 161, 105560.

三、 循环固废颗粒材料多尺度力学特性研究

[1] Liu, D. Y., Yin, Z. Y#., & O’Sullivan, C. (2025). DEM Exploration of Stress Transmission and Small Strain Behavior of Rubber Sand Mixtures. Journal of Geotechnical and Geoenvironmental Engineering, 151(5), 04025031.

[2] Liu, D. Y., & Yin, Z. Y#. (2025). Small Strain Stiffness of Sand‐Rubber Mixtures With Particle Size Disparity Effect. International Journal for Numerical and Analytical Methods in Geomechanics, 49(1), 218-233.

[3] Liu, D. Y., & Yin, Z. Y#. (2025). Compression characteristics and particle scale stress distribution of sand-rubber mixtures with particle size disparity effect. Computers and Geotechnics, 177, 106905.

[4] Liu, D. Y., Wang, M. T., Li, Y. B., & Wang, C#. (2025). Stress level dependent behavior of sand-rubber mixtures. Geosynthetics International, 1-48

[5] Liu, D. Y., Chen, H#., Li, Y., & Liu, F. (2025). Stress level sensitivity of sand-rubber mixtures with particle size disparity effect. Construction and Building Materials, 476, 141321.

四、 土体颗粒改良与地质灾害防治

[1] Liu, D. Y., Wang, C#., & Lyu, M. Z#. (2024). Elucidating the complexity of stress interactions in polymer-coated granular materials via copula-based probabilistic dependence configurations. Powder Technology, 119405.

[2] Liu, D. Y., & Lyu, M. Z#. (2023). Evaluating uncertainty in particle roughness of coated sand and its implication to coating abrasion. Powder Technology, 430, 118966.

[3] Liu, D. Y., & Lourenço, S. D#. (2020). Stress-dilatancy behaviour of a polymer-coated sand. Acta Geotechnica.

[4] Liu, D. Y., Sandeep, C. S., Senetakis, K., Nardelli, V., & Lourenço, S. D. N#. (2019). Micromechanical behaviour of a polymer-coated sand. Powder Technology, 347, 76-84.

[5] Liu, D. Y., Lourenço, S. D#., & Yang, J. (2019). Critical state of polymer-coated sands. Géotechnique, 69(9), 841-846.

[6] Cao, Z. X., Chen, Y., & Liu, D. Y#. (2023). Investigating the effectiveness of deep cement mixing in deep sea: A static load testing case study. Applied Ocean Research, 141, 103773.

[7] Lourenço, S. D. N#., Saulick, Y., Zheng, S., Kang, H., Liu, D., Lin, H., & Yao, T. (2018). Soil wettability in ground engineering: fundamentals, methods, and applications. Acta Geotechnica, 13(1), 1-14.

[8] Chen, K., Lin, H., Liu, D., Hu, M., Baudet, B. A., & Lourenço, S. D#. (2025). Mechanical Behavior of a Hardened Oil–Silica Sand Composite. Journal of Geotechnical and Geoenvironmental Engineering, 151(6), 04025042.

[9] Qi, R., Chen, K., Lin, H., Kanellopoulos, A., Deyun, L., Leung, A. K., & Lourenço, S. D#. (2024). Shear strength recovery of sand with self-healing polymeric capsules. Acta Geotechnica, 19(8), 5711-5731.

2025–至今同济大学土木工程学院地下建筑与工程系，长聘副教授/特聘研究员，博士生导师

2024–2025香港科技大学，研究助理教授（合作导师：赵吉东）

2023–2024香港理工大学，博士后（合作导师：尹振宇）

[1] 国家自然科学基金委员会，颗粒材料多尺度多物理场通用计算核心算法及模拟仿真平台，2025.01至2029-12，230万，在研，参与

[2] 国家自然科学基金委员会，重大专项子课题，多场景固废处置设施水污染物释放迁移多尺度仿真模型（子课题名），2025.09至2029-09，在研，研究骨干

[3] 香港研究资助局主题研究计划，发展香港海岸基础设施数字孪生技术应对极端风暴潮，5960万，在研，参与

本科生课程： Numerical Solutions to Geotechnical Problems

在冯世进教授团队平台支持下，欢迎对岩土数值模拟研究方向的同学加入，共同进步。每年招收博士与硕士多名，同时招收博士后与科研助理岗位，欢迎咨询。

l 复杂结构土体多尺度力学特性研究与高性能先进计算

l 岩土随机力学与多尺度不确定性传播研究

l 循环固废颗粒材料多尺度力学特性研究

l 土体颗粒改良与地质灾害防治

l 多场多尺度数值模拟耦合