1. 国家自然科学基金青年科学基金项目（C类）：波浪荷载下含细粒砂质海床液化及其诱发海底管道灾变跨尺度模拟(42507249)，30万，2026.1-2028.12，排名1
2. 浙江省自然科学基金青年基金项目：波浪荷载下砂质海床动力响应及其对吸力桶稳定性的影响多尺度模拟(LQN26E080015)，10万，2026.1-2027.12，排名1
3. 9428cn太阳集团古天乐科研启动基金：考虑渗蚀效应的砂性土中吸力锚负压沉贯特性研究（25052115-Y），15万，2025.5-2030.5，排名1
4. 土木工程防灾减灾全国重点实验室访问学者基金：波浪荷载下含细粒砂质海床液化及其诱发海底管道失稳试验研究（SLDRCE25-F-23），4.5万，2025.5-2025.12，排名1
发表论文
[1]Zhang P, Mu L*, Huang M, et al. Microscopic insights into local scour around a vertical circular pile under steady current: Coupled LES-CGDEM simulations[J]. Computers and Geotechnics, 2025, 184:107248.
[2]Zhang P, Mu L*, Lu Y, Huang M, et al. Microscopic Insights into Suction Bucket Installation in Sand: Coupled Coarse-Grained CFD-DEM Simulations[J]. Computers and Geotechnics, 2024, 167:106060.
[3]Zhang P, Mu L*, Huang M. A coupled CFD-DEM investigation into hydro-mechanical behaviour of gap-graded soil experiencing seepage erosion considering cyclic hydraulic loading[J]. Journal of Hydrology, 2023, 624:129908.
[4]Mu L, Zhang P*, Shi Z, Huang M. Coupled CFD-DEM Investigation of Erosion Accompanied by Clogging Mechanism under Different Hydraulic Gradients[J]. Computers and Geotechnics, 2023, 153:105058.
[5]Mu L, Zhang P, Shi Z*, et al. Predicting longitudinal tunnel deformation due to deep excavation-induced ground movement[J]. Tunnelling and Underground Space Technology, 2023, 131:104793.
[6]张沛云, 木林隆*, 黄茂松. 基于CFD-DEM耦合的相对密度对断级配土体渗蚀效应的影响研究[J]. 岩土力学, 2024, 45(1), 267-283.
[7]Cai G, Diao X, Zhang P, et al. Macro- and Microscopic Mechanisms of Contact Erosion under Cyclic Hydraulic Gradients[J]. Géotechnique, 2025.
[8]Diao X, Cai G, Liu T, Zhang P, Su Y, Rao B, Coupled computational fluid dynamics–discrete-element method investigation of soil contact erosion under cyclic hydraulic loading: A multiscale perspective[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2025.
[9]Ma X, Zhang Z, Zhang P, et al. Long-term dynamic stability of improved loess subgrade for high-speed railways[J]. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 2020, 173(3):217-227.
[10]马学宁,张宇钦,张沛云,等.反复干湿循环对重塑非饱和黄土力学特性影响[J].铁道工程学报,2022,39(01):1-6+12.
[11]张沛云,马学宁,李善珍,等.高速铁路水泥改良黄土路基长期动力稳定性评价[J].振动与冲击,2019,38(11):80-87.
[12]张沛云,马学宁.水泥改良黄土路基动力稳定性评价参数试验研究[J].水文地质工程地质,2019,46(02):141-147.
[13]马学宁,张沛云,王旭,等.考虑堆载和桩载施加顺序的单桩负摩阻力模型试验研究[J].岩土工程学报,2018,40(S1):266-271.
[14]马学宁,张沛云,王旭,等.不同加荷顺序下单桩负摩阻力模型试验研究[J].铁道工程学报,2017,34(07):17-23.
[15]马学宁,张沛云,贾喜翠,等.不同桩端下卧层桩基负摩阻力模型试验研究[J].铁道工程学报,2017,34(01):11-15+22.
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