孙宏磊

孙宏磊，国家级领军人才，浙江省“万人计划”领军人才，浙江工业大学土木工程学院院长。主要从事软土地基处理、固废资源化利用、数据融合与人工智能应用、海洋岩土工程、韧性基础设施等方面的机理、技术、装备研究。

1999.09—2003.09        浙江大学              学士

2003.09—2008.09        浙江大学              博士

2008.09—2010.09        浙江大学              博士后

2010.09—2013.09        浙江大学              讲师

2013.09—2019.07        浙江大学              副教授

2019.07—2020.12        浙江工业大学       副教授

2020.12—至今              浙江工业大学       教授

CFD-DEM计算方法研究

在岩土工程中，土与水相互作用会导致渗蚀、渗滤和冲刷等问题。采用连续介质力学和固体力学理论，无法准确模拟土水相互作用过程。将能够同时求解流体和离散颗粒运动的耦合计算流体力学和离散单元法(CFD-DEM)应用于研究这些岩土工程问题中。CFD-DEM方法可以从微观颗粒运动的角度解释宏观土体力学行为，揭示水土相互作用引起的土体灾害发生机制、预测灾害发展过程，为岩土工程问题提供新的研究视角和手段。

PIV、PTV室内试验研究

真空预压过程中，排水板周围通常会形成土柱，阻碍真空传播，降低固结速率。为了解土柱的形成机理，搭建了粒子图像测速（PIV）技术和粒子追踪测速（PTV）技术测试平台，进行了真空预压PIV模型试验。这些研究为近年来国际上就高含水率淤泥真空预压过程中“土柱”成因的争议提供了新的思路，并给出了“土柱”的形成曲线。

固结理论研究

真空预压法处理疏浚淤泥时，加固效果不理想，淤泥总体强度提升有限，加固不均匀现象严重，排水板周围会形成致密土柱。为更好地进行淤泥固结计算和设计，建立了一系列疏浚淤泥真空预压固结模型并进行了求解，给疏浚淤泥真空预压方案设计提供了可靠的依据。

水平排水板固结理论研究

真空预压联合水平排水板（PHDs）处理软土地基或高含水率泥浆（与土工管袋结合）的技术因其经济、高效，且操作便利而备受推崇。然而，由真空辅助的PHD在为土体带来多重排水路径及高水力梯度的同时，也使其脱水固结过程变得尤为复杂。为准确描述该固结过程，提出了二维渗流平面应变固结模型，并通过模型试验加以验证。这些工作为水平排水板真空预压技术的理论发展及工程应用提供了重要参考。

絮凝机理与新型絮凝剂开发

采用絮凝剂对高含水率泥浆进行絮凝处理是泥浆脱水过程的关键。然而目前絮凝剂的絮凝机理尚不清晰，导致絮凝剂选型缺乏针对性，絮凝效果不佳。研究揭示了絮凝剂存在的电中和、絮凝架桥、压缩双电层作用的相互关系，并针对不同泥浆开发了新型高效絮凝剂，并投入工程应用。

工程废弃泥浆高效脱水技术

针对传统土工管袋法处理高含水量泥浆存在脱水效率低和处理效果欠佳的问题。提出一种新型土工管袋联合排水板处理工程泥浆技术，即在传统土工管袋内增设新的排水通道以促进土体排水。开展土工管袋联合排水板的室内和现场试验。该技术有效缩短了泥浆处理时间，降低了泥浆处理费用。

韧性基础设施研究

我国隧道普遍存在“重建轻管”的现象，导致运营安全事故频发，造成较大人员伤亡和经济损失。近年来，韧性理论（韧性是指系统吸收、抵抗灾害的不利影响，快速恢复系统性能并逐步适应灾害的能力）的发展为隧道防灾提供了新的视角。该研究为隧道运营安全管理提供了“灾前-灾中-灾后”全过程的灾害“预防-应急-恢复-反馈”的新思路，并给出了隧道预防性养护策略，控制了运营性能损失，减少了破坏性后果，缩短了性能恢复时间。

数据融合技术在岩土工程中的应用

岩土工程中存在大量的不确定性因素，通过理论模型和经验方法得到的预测值通常和实测值存在差异。研究基于贝叶斯理论，发展高效的概率反分析方法，充分利用岩土结构物多阶段多点位监测数据，快速准确地估计土体和计算模型参数及其不确定性，从而提高响应预测准确度，有助于工程风险动态评估与控制。研究成果已应用于浙江某电厂地基沉降预测、浙江某基坑工程开挖变形预测、杭州某输水隧洞开挖变形预测和控制。

海洋勘察技术

标准贯入试验因操作简单、使用方便等优势成为近海原位测试最常用的方法之一，然而近海环境中标准贯入试验锤击数修正缺少统一规定。本研究通过分析海洋环境下标准贯入试验过程中重锤重力势能转化效率，探究了不同工况（杆长、挠度）对锤击能量传递的影响，从而得到适合近海海上标贯测试的相应修正系数。研究结果有助于SPT技术在海洋工程勘察中的推广运用，具有深刻的理论背景和工程应用前景。

水工结构物研究

涌潮因其水动力作用强劲，对沿岸建筑物破坏力极大。为此，工程上提出了一种以钢筋砼排桩为主体，顶部用连系梁连接的新型排桩式丁坝护岸结构。排桩式丁坝在涌潮动力荷载作用下的耦合振动响应机理鲜有研究，主要集中在三个方面：（1）流体对土体的作用问题；（2）流体对群桩的相互作用问题；（3）群桩和土体的相互作用问题。利用土-桩-水耦合的解析解，得出了结构在时域、频域的动力响应规律；采用Ansys、Abaqus、Plaxis等数值模拟软件，获得了结构应力、土体变形、涌潮压力的变化规律；采用水槽试验、模型试验，对比验证了解析和数值模型的合理性。  

新型电力杆塔基础技术研究

随着电网全覆盖建设，许多线路需经过山区。山区地区的地质条件常为覆土1-5m、下卧风化岩，为了更好利用两种地层承载力、提高工程经济性，一种上部为桩或掏挖基础、下部为岩石锚杆的组合型基础常在这些山区被应用。目前针对这种基础的国内外研究和规范甚少，其抗拔承载、抗水平力承载和构造改进等方面具有重要研究价值。现已采用数值模拟、现场试验、理论解析等方法对该基础开展研究。

科研项目

2025，高性能固土生物酶研发及工程应用关键技术，国家自然科学基金联合基金项目，主持

2023，滨海易扰动地层建筑与基础设施长期服役性能与损伤评价，国家重点研发计划课题，主持

2022，路基空洞早期快速识别及道路塌陷预警技术研究，浙江省“尖兵”“领雁”科技计划项目，主持

2020，高含水率淤泥浆真空固化机理与快速脱水技术研究，国家自然科学基金面上项目，主持

2019，气候变化条件下重大基础设施岩土工程灾害机制和可恢复研究，国家重点研发计划项目，主持

获奖情况

2026，国家科技进步奖，二等奖，淤泥软土快速就地固化和高效资源化大规模利用装备与关键技术（排名第2）

2024，浙江省科学技术奖，一等奖，工程废弃泥浆绿色高效减量与资源化利用成套技术（排名第1）

2024，江西省科学技术奖，一等奖，软土地质条件下公路路基变形分析理论与控制关键技术（排名第3）

2021，第二届“曾国熙岩土工程奖”，青年奖

2021，浙江省水利科技创新奖，特等奖，杭州市第二水源千岛湖配水工程关键技术研究（排名第5）

2013，国家科技进步奖，二等奖，长期循环动载下饱和软弱土地基灾变控制技术及应用（排名第6）

2011，浙江省科学技术奖，二等奖，强夯法加固回填土地基关键技术研究及应用（排名第4）

2009，教育部科技进步奖，一等奖，动荷载下饱和土耦合作用理论及灾变控制技术与工程应用（排名第4）

学术职务

全省滨海基础设施绿色建造与智能运维重点实验室副主任

教育部可再生能源基础设施建造技术工程研究中心副主任

浙江省力学学会岩土力学与工程专业委员会副主任

国际土力学与岩土工程学会委员

中国岩石力学与工程学会环境岩土工程分会青年工作委员会委员

中国地震学会岩土工程防震减灾委员会常务委员

中国水利学会岩土力学专业委员会委员

《Deep Underground Science and Engineering》青年编委

《Smart Construction》青年编委

《地质科技通报》青年编委

《长沙理工大学学报（自然科学版）》青年编委

《中外公路》青年编委

《铁道科学与工程学报》青年编委

《科技通报》编委

规范

基坑工程斜向复合桩支撑技术规程，DBJ33/T 1371-2026

海上风电工程基础冲刷防护规范，T/CEPPEA 5049-2024

工程余泥渣土绿色处置及利用技术规程，T/CECS 1478-2023

工程余泥渣土受纳场技术规程，T/CECS 1479-20239

工程余泥渣土制备固化土应用技术规程，T/CECS 1480-2023

工程渣土再生填料道路路基技术规程，DBJ33/T 1312-2024

废弃泥浆再生填料道路路基技术规程，DBJ33/T 1313-2024

疏浚淤泥场地建筑地基基础技术规程，T/CECS 1182-2022

城市轨道交通引起建筑物振动测试技术规程，DB33/T 1252-2021

公路吹填流泥地基处理技术规程，T/CECS G:D21-01-2019

专著

2026，高含水量淤泥地基真空预压处理理论与实践，科学出版社，排名2/4

2024，计算流体力学耦合离散元方法及其在岩土工程中的应用，北京理工大学出版社，排名1/3

2017，Solutions for Biot’s Poroelastic Theory in Key Engineering Fields: Theory and Applications，Elsevier（Butterworth-Heinemann），排名2/2

近五年发表论文

[1]        Cao, H. T., Xu, S. L., Xie, J., Liu, J., Sun, H. L., & He, Z. L. (2026). Enhancing bentonite slurry with sodium alginate for subsea tunnelling: rheological behavior, infiltration, and filter cake characteristics. Tunnelling and Underground Space Technology Incorporating Trenchless Technology Research, 167, 107031-107031. doi:10.1016/j.tust.2025.107031

[2]        Ding, Z., Chen, C., Chen, Y., Sun, H., Xia, H., Chen, Z., & Zhang, X. (2026). Dynamic response of an underwater single-tube double-track tunnel under high-speed train loads: experimental and numerical investigation. Tunnelling and Underground Space Technology, 171. doi:10.1016/j.tust.2025.107425

[3]        He, Z., Dai, B., Liu, S., Sun, H., Xu, S., & Zhang, H. (2026). Consolidation behavior of geotextile-assisted vacuum preloading for dredged soil. Canadian Geotechnical Journal, 63. doi:10.1139/cgj-2025-0776

[4]        Lan, H., Zeng, S., Pan, X., Zhang, R., Jiang, W., Yan, H., . . . Sun, H. (2026). Physics-informed modified dynamic vulnerability point localization of tunnel longitudinal joints. Transportation Geotechnics, 60. doi:10.1016/j.trgeo.2026.101981

[5]        Tao, Y., Pan, S., Sun, H., & Shen, W. (2026). Active adjustment of axial forces in excavations with servo steel struts. Acta Geotechnica, 21(3), 1793-1811. doi:10.1007/s11440-025-02832-3

[6]        Xu, S.-l., Ye, C.-h., Sun, H.-l., Wang, Z.-m., Ye, Z.-h., Deng, J., . . . Zhang, H. (2026). A validated two-phase flow model for characterizing the coupled sedimentation and self-weight consolidation of slurries. Canadian Geotechnical Journal, 63. doi:10.1139/cgj-2025-0324

[7]        Zeng, S., Sun, H., Tao, Y., Pan, S., & Cai, Y. (2026). Multi-stage and multi-objective optimization framework for servo-controlled wall deflection during deep excavation. Canadian Geotechnical Journal, 63. doi:10.1139/cgj-2025-0560

[8]        Zhang, H., Cui, Y.-j., Sun, H.-l., Weng, Z.-q., Xu, S.-l., He, Z.-l., & Cai, Y.-q. (2026). Boundary condition for soil-atmosphere interfaces in vacuum consolidation modeling. Canadian Geotechnical Journal, 63. doi:10.1139/cgj-2025-0988

[9]        Zhu, Y., Sun, H., & Xu, S. (2026). The Failure Process and Stability Analysis of Earthen Dam Under the Coupling Effect of Seepage-Suffusion-Stress. Buildings, 16(2). doi:10.3390/buildings16020440

[10]     Cao, H.-t., Sun, H.-l., Xu, S.-l., Cui, Y.-j., Cai, Y.-q., Xu, T., & Lu, X.-l. (2025). Biopolymer-modified bentonite slurry with gellan gum for high salt resistance in marine geotechnical engineering. Canadian Geotechnical Journal, 62, 1-15. doi:10.1139/cgj-2025-0021

[11]     Cao, H.-t., Sun, H.-l., Xu, S.-l., Wang, B., Xu, T., Zhang, G., & Shen, X.-y. (2025). Infiltration Model of Rheological Bentonite Slurry through Sands. Journal of Geotechnical and Geoenvironmental Engineering, 151(2). doi:10.1061/jggefk.Gteng-12652

[12]     Dong, Y., Liu, Z., Yan, D., Sun, H., & Wang, D. (2025). Assessment of horizontal impact forces of submarine landslides upon fixed subsea pile foundations. Ocean Engineering, 340. doi:10.1016/j.oceaneng.2025.122250

[13]     He, Z., Sun, H., Chu, J., Pan, K., Xu, S., & Zhang, R. (2025). Image-Based Deformation Characterization of Dredged Soil during Consolidation under Vacuum Preloading with Horizontal Drains. Journal of Geotechnical and Geoenvironmental Engineering, 151(7). doi:10.1061/jggefk.Gteng-13077

[14]     Huang, X., Zhang, R., Wu, Z., Zheng, J., Sun, H., Liu, S., & Liu, D. (2025). Comparison between physicochemical combined method and conventional cement solidification method for treating heavy metal-contaminated slurry-like mud. Journal of Cleaner Production, 523. doi:10.1016/j.jclepro.2025.146460

[15]     Liu, J., Cui, L., Jia, Y., & Sun, H. (2025). A case study of numerical simulation on the interaction among random double caisson breakwater and seabed. Ocean Engineering, 316. doi:10.1016/j.oceaneng.2024.119916

[16]     Pan, D., Sun, H., & Wu, T. (2025). Dynamic behavior and stiffness degradation of fine-grained gassy soils under cyclic loading. Ocean Engineering, 335. doi:10.1016/j.oceaneng.2025.121577

[17]     Pan, K., Shi, Z., Wu, Q., Sun, H., & Cai, Y. (2025). Energy-Based Assessment of Cyclic Liquefaction Susceptibility of Air-Injected Desaturated Sand Considering Initial Stress Anisotropy. Journal of Geotechnical and Geoenvironmental Engineering, 151(6). doi:10.1061/jggefk.Gteng-12894

[18]     Sun, H., Lan, H., He, Z., Pan, X., Zhang, R., Zhang, P., & Tong, J. (2025). Dynamic resilience assessment and multi-objective optimization decision-making for urban roadway tunnel system in the face of fire disaster. Tunnelling and Underground Space Technology, 155. doi:10.1016/j.tust.2024.106120

[19]     Tang, C., Phoon, K.-K., Yuan, J., Tao, Y., & Sun, H. (2025). Variability in Geostructural Performance Predictions. Asce-Asme Journal of Risk and Uncertainty in Engineering Systems Part a-Civil Engineering, 11(1). doi:10.1061/ajrua6.Rueng-1418

[20]     Tao, Y., Zeng, S., Ying, T., Sun, H., Pan, S., & Cai, Y. (2025). A deep transfer learning model for the deformation of braced excavations with limited monitoring data. Journal of Rock Mechanics and Geotechnical Engineering, 17(3), 1555-1568. doi:10.1016/j.jrmge.2024.02.048

[21]     Tao, Y., Zeng, S., Zhou, K., & Sun, H. (2025). Cross-domain feature-enhanced YOLOv8 model for underground defect detection. Reliability Engineering & System Safety, 264. doi:10.1016/j.ress.2025.111400

[22]     Xu, L., Zhang, R., Zheng, J., Sun, H., & Gao, Y. (2025). Evolution of axial cumulative strain and micro-pore structure characteristics of solidified mud under cyclic loading. Transportation Geotechnics, 50. doi:10.1016/j.trgeo.2024.101454

[23]     Xu, S., Hu, L., Sun, H., Wang, B., Gao, F., & Wang, M. (2025). Investigating peak strength of gap-graded soils through discrete element method: mechanisms and prediction. Granular Matter, 27(2). doi:10.1007/s10035-025-01511-0

[24]     Zeng, S., Tao, Y., Sun, H., & Wang, Y. (2025). Semi-supervised ensemble model for TBM rock mass classification. Tunnelling and Underground Space Technology, 162. doi:10.1016/j.tust.2025.106632

[25]     Zeng, S., Wang, G., Sun, H., Tao, Y., & Pan, X. (2025). A semi-supervised dual-path model for underground defect detection. Engineering Applications of Artificial Intelligence, 158. doi:10.1016/j.engappai.2025.111493

[26]     Zhang, H., Cui, Y.-j., Sun, H.-l., Geng, X.-y., & Cai, Y.-q. (2025). Large-Strain Consolidation of Sludge in Geotextile Tubes Considering Vacuum-Induced Rapid Consolidation and Soil Reconstitution. Journal of Geotechnical and Geoenvironmental Engineering, 151(3). doi:10.1061/jggefk.Gteng-12653

[27]     Zhang, H., Cui, Y.-J., Sun, H.-l., Geng, X.-y., & Cai, Y.-Q. (2025). Critical air entry value-controlled vacuum consolidation of clayey sludge with horizontal drains. Canadian Geotechnical Journal, 62. doi:10.1139/cgj-2024-0567

[28]     Zhang, H., Cui, Y., Sun, H., & Cai, Y. (2025). Coupled filtration-consolidation model for vacuum-preloaded soft ground. Geotechnique, 75(7), 913-926. doi:10.1680/jgeot.23.00262

[29]     Zhang, H., Sun, H.-l., Geng, X.-y., Zhang, R.-j., & Cai, Y.-q. (2025). Compressional rheology model for vacuum filtration-consolidation of sludge in geotextile tubes. Canadian Geotechnical Journal, 62, 1-16. doi:10.1139/cgj-2024-0152

[30]     Zhou, K., Zeng, S., Sun, H., Tao, Y., Chen, K., & Zhou, Y. (2025). A U-Net-based inversion model for underground cavity detection. Proceedings of SPIE, 13562, 135622M (135628 pp.)-135622M (135628 pp.). doi:10.1117/12.3062684

[31]     Zhu, Y., Hu, L., Xu, S., Hu, Z., Sun, H., Weng, Z., & Wang, Y. (2025). Investigation on the mechanism of size effect on suffusion via CFD-DEM simulations. Acta Geotechnica, 20(1), 347-364. doi:10.1007/s11440-024-02451-4

[32]     Zhu, Y., Xu, S., Yu, T., Sun, H., Jin, B., & Fan, D. (2025). A probabilistic model for predicting suffusion-induced fines loss. Computers and Geotechnics, 188. doi:10.1016/j.compgeo.2025.107620

[33]     Zou, B., Chen, Y., Bao, Y., Liu, Z., Hu, B., Ma, J., . . . Long, X. (2025). Impact of tunneling parameters on disc cutter wear during rock breaking in transient conditions. Wear, 560. doi:10.1016/j.wear.2024.205620

[34]     He, X., Sun, H., Gu, C., Yang, J., Wang, J., & Ge, M. (2024). Laboratory tests on the traffic-induced cyclic behavior of anisotropically overconsolidated clay under different drainage conditions. Soil Dynamics and Earthquake Engineering, 182. doi:10.1016/j.soildyn.2024.108692

[35]     Jin, Z., Liu, J., Sun, H., Sun, M., & Xu, X. (2024). Influence of gradation range on strong contact network in granular materials. Granular Matter, 26(2). doi:10.1007/s10035-024-01404-8

[36]     Ling, X., Zheng, H., Huang, J., Sun, H., Xu, S., Zeng, H., . . . Deng, J. (2024). The novel application of polyoxometalates for achieving sludge deep dewatering using low-temperature thermal hydrolysis pretreatment. Journal of Cleaner Production, 444. doi:10.1016/j.jclepro.2024.141125

[37]     Liu, J., Jia, Y., Cui, L., Sun, H., Lv, X., & Asheghabadi, M. S. (2024). Numerical Analysis of Dynamic Response and Liquefaction Phenomena in Sandy Seabed Foundation around a Semi-Circular Breakwater under Wave Loading. Journal of Marine Science and Engineering, 12(1). doi:10.3390/jmse12010040

[38]     Qian, H., Sun, H., Cai, Z., Gao, F., Ni, T., & Yuan, Y. (2024). RC Bridge Concrete Surface Cracks and Bug-Holes Detection Using Smartphone Images Based on Flood-Filling Noise Reduction Algorithm. Applied Sciences-Basel, 14(21). doi:10.3390/app142110014

[39]     Sun, H., Lu, J., Xu, S., Weng, Z., Zhang, H., Deng, J., & Cui, C. (2024). Effects of lime and polymer flocculants on consolidation behaviours of high-water content sludge. Marine Georesources & Geotechnology, 42(12), 1783-1794. doi:10.1080/1064119x.2024.2302818

[40]     Tao, Y., Pan, S., Sun, H., Cai, Y., Zhang, G., & Sun, M. (2024). A bi-fidelity inverse analysis method for deep excavations considering three-dimensional effects. International Journal for Numerical and Analytical Methods in Geomechanics, 48(10), 2471-2492. doi:10.1002/nag.3742

[41]     Tao, Y., Phoon, K.-K., Sun, H., & Cai, Y. (2024). Hierarchical Bayesian model for predicting small-strain stiffness of sand. Canadian Geotechnical Journal, 61(4), 668-683. doi:10.1139/cgj-2022-0598

[42]     Tao, Y., Phoon, K.-K., Sun, H., & Ching, J. (2024). Variance reduction function for a potential inclined slip line in a spatially variable soil. Structural Safety, 106. doi:10.1016/j.strusafe.2023.102395

[43]     Weng, Z., Zhang, J., Wang, K., Zhang, H., Sun, H., Li, J., & Cai, Y. (2024). A New Approach for Dewatering Slurry: Vacuum Preloaded Geotextile Tube. Journal of Materials in Civil Engineering, 36(7). doi:10.1061/jmcee7.Mteng-17223

[44]     Xu, C., Hu, Y., Ni, J., Deng, Y., Sun, H., & Geng, X. (2024). Percolation Behavior of Soft Clay under Vacuum Suction. International Journal of Geomechanics, 24(8). doi:10.1061/ijgnai.Gmeng-9356

[45]     Xu, S., Shi, J., Sun, H., Deng, J., He, Z., Ye, Z., & Wang, Y. (2024). Effects of a new synthetic Fe-PAM flocculants on filtration and consolidation of bentonite slurry. Construction and Building Materials, 439. doi:10.1016/j.conbuildmat.2024.137331

[46]     Yang, X., Hu, J., Sun, H., & Zheng, J. (2024). An approach for determination of lateral limit angle in kinematic planar sliding analysis for rock slopes. Journal of Rock Mechanics and Geotechnical Engineering, 16(4), 1305-1314. doi:10.1016/j.jrmge.2023.09.013

[47]     Yu, X., Sun, H., Liu, J., Zhao, H., & Han, Y. (2024). Experimental Study on Cyclic Simple Shear Test of Coastal Tidal Soft Soil. Journal of Marine Science and Engineering, 12(7). doi:10.3390/jmse12071066

[48]     Yuan, Z., Zheng, Y., He, J., Shi, L., Wu, T., Cao, Z., & Sun, H. (2024). A comparison of two numerical models for modeling a twin tunnel in a saturated half-space. European Journal of Environmental and Civil Engineering, 28(15), 3479-3503. doi:10.1080/19648189.2024.2346273

[49]     Bi, W., Chen, M., Hu, C., Sun, H., Xu, S., Jiang, J., . . . Deng, J. (2023). Insight into sludge dewatering by periodate driven directly with Fe(II): Extracellular polymeric substances solubilization and mineralization. Journal of Environmental Management, 344. doi:10.1016/j.jenvman.2023.118450

[50]     Chen, M., Hu, C., Wang, L., Sun, H., Xu, S., Ling, X., . . . Deng, J. (2023). The novel application of polyoxometalates in sludge dewatering: Cells lysis and re-flocculation. Chemical Engineering Journal, 470. doi:10.1016/j.cej.2023.144200

[51]     Deng, T., Sun, J., Deng, Y., Geng, X., Liu, S., Chen, Y., & Sun, H. (2023). Desulfurization ash recycling in the cement-stabilized sludge and its abnormal efficiency. Construction and Building Materials, 395. doi:10.1016/j.conbuildmat.2023.132304

[52]     He, Z., Shen, M., Yu, Z., Sun, H., Cai, Y., Yu, M., & Zhang, Q. (2023). Effect of water content on clogging of dredged slurry under vacuum preloading from PIV perspective. Marine Georesources & Geotechnology. doi:10.1080/1064119x.2023.2211979

[53]     Jin, H., Guo, L., Sun, H., Wu, T., Shi, L., & Cai, Y. (2023). Energy-based evaluation of undrained cyclic behavior of marine soft clay under multidirectional simple shear stress paths. Acta Geotechnica, 18(6), 2883-2898. doi:10.1007/s11440-022-01765-5

[54]     Liu, F.-y., Li, H.-z., & Sun, H.-l. (2023). Effect of rubber-sand particle size ratio on shear properties of rubber-sand mixtures under normal cyclic loading. Construction and Building Materials, 406. doi:10.1016/j.conbuildmat.2023.133415

[55]     Liu, S., Sun, H., Zheng, J., Cai, Y., Zhang, R., Geng, X., & Cheng, K. (2023). Large strain consolidation of dredged slurries considering clogging effect with coupled vertical-radial flow. Acta Geotechnica, 18(6), 3177-3192. doi:10.1007/s11440-022-01743-x

[56]     Shi, L., Wang, J., Wang, X., Sun, H., Yu, Y., & Cai, Y. (2023). How energy is consumed in vacuum preloading treatment of soft ground? Geotechnique. doi:10.1680/jgeot.21.00394

[57]     Shi, L., Yin, X., Ye, X., He, Z., Sun, H., & Cai, Y. (2023). Radial Filtration Model of Clogging Column for Prefabricated Vertical Drain Treatment of Slurry. Journal of Geotechnical and Geoenvironmental Engineering, 149(1). doi:10.1061/(asce)gt.1943-5606.0002925

[58]     Sun, H.-l., Zhang, H., Geng, X.-y., Cui, Y.-j., & Cai, Y.-q. (2023). Large-Strain Consolidation Analysis for Clayey Sludge Improved by Horizontal Drains. Journal of Geotechnical and Geoenvironmental Engineering, 149(8). doi:10.1061/jggefk.Gteng-11511

[59]     Sun, M., Zhang, Q., Sun, H., & Weng, Z. (2023). Experimental Study on Axial Stress and Hammer Impacting Energy of Offshore Standard Penetration Test. Applied Sciences-Basel, 13(17). doi:10.3390/app13179487

[60]     Sun, Y., Sun, H., Tang, C., Cai, Y., & Pan, F. (2023). Monotonic uplift behavior of anchored pier foundations in soil overlying rock. Journal of Zhejiang University-Science A, 24(7), 569-583. doi:10.1631/jzus.A2200446

[61]     Weng, Z., Zheng, Y., Zhu, Q., Sun, H., & Ni, D. (2023). Effects of Granular Gradation on the Compressibility and Permeability of Lime-Stabilized Slurry with High Water Content. Applied Sciences-Basel, 13(7). doi:10.3390/app13074101

[62]     Wu, T., Galindo, R., Sun, H.-l., & Cai, Y.-q. (2023). Lateral dynamic responses of coastal group piles considering pile-water-soil interactions. Ocean Engineering, 288. doi:10.1016/j.oceaneng.2023.115997

[63]     Wu, T., Galindo, R., Sun, H., & Cai, Y. (2023). Dynamic responses of the sheet-pile groin under tidal bore considering the soil-structure-water interaction. Ships and Offshore Structures. doi:10.1080/17445302.2023.2171557

[64]     Wu, T., Sun, H., Aires, R. G., Cai, Y., Wu, J., & Zhang, Y. (2023). Analytical solution for sheet-pile groin vibrations under tidal bore excitation. Marine Georesources & Geotechnology, 41(5), 493-508. doi:10.1080/1064119x.2022.2062269

[65]     Wu, T., Zhang, Y., Sun, H., Galindo, R., Wu, W., & Cai, Y. (2023). Dynamic response of sheet-pile groin under tidal bore considering pile-pile mutual interaction and hydrodynamic pressure. Soil Dynamics and Earthquake Engineering, 164. doi:10.1016/j.soildyn.2022.107568

[66]     Xu, S., Shi, J., Deng, J., Sun, H., Wu, J., & Ye, Z. (2023). Flocculation and dewatering of the Kaolin slurry treated by single- and dual-polymer flocculants. Chemosphere, 328. doi:10.1016/j.chemosphere.2023.138445

[67]     Yang, X., Shi, G., Wu, C., & Sun, H. (2023). Theoretical determination of zeta potential for the variable charge soil considering the pH variation based on the Stern-Gouy double-layer model. Environmental Science and Pollution Research, 30(9), 24742-24750. doi:10.1007/s11356-022-25126-7

[68]     Yuan, Z., Wu, J., Sun, H., Cai, Y., & Zou, C. (2023). Practical back-analysis methodology to predict underground train-induced building vibrations. Environmental Science and Pollution Research, 30(20), 58697-58715. doi:10.1007/s11356-023-26389-4

[69]     Zhang, H., Geng, X.-y., Sun, H.-l., Deng, Y.-f., Liu, S.-j., & Cai, Y.-q. (2023). Consolidation theory of slurry dewatered by permeable geotextile tube with distributed prefabricated drains. Canadian Geotechnical Journal, 60(2), 213-229. doi:10.1139/cgj-2022-0083213

[70]     Zhang, H., Sun, H. L., Liu, S. J., Chu, J., Shi, L., Geng, X. Y., . . . Cai, Y. Q. (2023). Large-Strain Consolidation of Sludge in Multiple-Drainage Geotextile Tubes. Journal of Geotechnical and Geoenvironmental Engineering, 04023037 (04023015 pp.)-04023037 (04023015 pp.). doi:10.1061/jggefk.Gteng-11188

[71]     Zhu, Y., Sun, H., Xu, S., Hu, L., Cao, H., Cai, Y., & Liu, J. (2023). Mechanics of the penetration and filtration of cement-based grout in porous media: New insights from CFD-DEM simulations. Tunnelling and Underground Space Technology, 133. doi:10.1016/j.tust.2022.104928

[72]     Cai, A., Deng, J., Ling, X., Ye, C., Sun, H., Deng, Y., . . . Li, X. (2022). Degradation of bisphenol A by UV/persulfate process in the presence of bromide: Role of reactive bromine. Water Research, 215. doi:10.1016/j.watres.2022.118288

[73]     Deng, Y., Jiang, Y., Wu, J., Sun, H., & Geng, X. (2022). Desert silty sand modified by anionic PAM and ordinary portland cement: Microfabric reinforcement and durability. Transportation Geotechnics, 37. doi:10.1016/j.trgeo.2022.100846

[74]     He, B., Yuan, Z.-y., Jiang, Z.-q., Ni, D.-y., Shi, L., Yuan, Z.-h., & Sun, H.-l. (2022). Model tests on horizontal load-bearing and deformation resistance capacities of pile-bucket foundation in soft seabed soil. Marine Georesources & Geotechnology, 40(10), 1193-1204. doi:10.1080/1064119x.2021.1978595

[75]     Huang, Z., Shi, L., Sun, H., & Cai, Y. (2022). A simple bounding surface elasto-viscoplasticity model for marine clays under monotonic and cyclic loading. Ocean Engineering, 266. doi:10.1016/j.oceaneng.2022.113129

[76]     Jin, H., Guo, L., Sun, H., Shi, L., & Cai, Y. (2022). Undrained cyclic shear strength and stiffness degradation of overconsolidated soft marine clay in simple shear tests. Ocean Engineering, 262. doi:10.1016/j.oceaneng.2022.112270

[77]     Ling, X., Cai, A., Chen, M., Sun, H., Xu, S., Huang, Z., . . . Deng, J. (2022). A comparison of oxidation and re-flocculation behaviors of Fe2+/PAA and Fe2+/H2O2 treatments for enhancing sludge dewatering: A mechanism study. Science of the Total Environment, 847. doi:10.1016/j.scitotenv.2022.157690

[78]     Ling, X., Chen, M., Cai, A., Sun, H., Xu, S., Wang, L., . . . Deng, J. (2022). A novel pre-magnetized ZVI/PS pretreatment for improving sludge dewaterability: The role of EPS fractions. Journal of Environmental Management, 318. doi:10.1016/j.jenvman.2022.115646

[79]     Liu, S., Sun, H., Geng, X., Cai, Y., Shi, L., Deng, Y., & Cheng, K. (2022). Consolidation considering increasing soil column radius for dredged slurries improved by vacuum preloading method. Geotextiles and Geomembranes, 50(3), 535-544. doi:10.1016/j.geotexmem.2022.01.002

[80]     Pan, X., He, B., Yuan, Z., Xu, S., Xu, D., Jiang, Z., . . . Sun, H. (2022). Effect of Reinforced Bucket on Bearing Capacity and Natural Frequency of Offshore Wind Turbines Using Pile-Bucket Foundation. Advances in Civil Engineering, 2022. doi:10.1155/2022/9569102

[81]     Pan, X., Tong, J., Guo, L., Wu, T., Yuan, Z., & Sun, H. (2022). Effects of principal stress rotation on deformation behaviour of clay under partially drained and undrained conditions. Soil Dynamics and Earthquake Engineering, 154. doi:10.1016/j.soildyn.2022.107159

[82]     Shi, L., He, J., Huang, Z., Sun, H., & Yuan, Z. (2022). Numerical investigations on influences of tunnel differential settlement on saturated poroelastic ground vibrations and lining forces induced by metro train. Soil Dynamics and Earthquake Engineering, 156. doi:10.1016/j.soildyn.2022.107202

[83]     Shi, L., Yuan, Z., Yuan, Z., Sun, H., & Cai, Y. (2022). On load-bearing and soil-reacting characteristics of hybrid pile-bucket foundations subjected to static horizontal loading. Marine Structures, 84. doi:10.1016/j.marstruc.2022.103222

[84]     Sun, H.-l., He, Z.-l., Geng, X.-y., Shen, M.-f., Cai, Y.-q., Wu, J., . . . Wang, W.-j. (2022). Formation mechanism of clogging of dredge slurry under vacuum preloading visualized using digital image technology. Canadian Geotechnical Journal, 59(7), 1292-1298. doi:10.1139/cgj-2021-0341

[85]     Sun, H.-l., He, Z.-l., Pan, K., Lu, J.-l., Pan, X.-d., Shi, L., & Geng, X.-y. (2022). Consolidation mechanism of high-water-content slurry during vacuum preloading with prefabricated vertical drains. Canadian Geotechnical Journal, 59(8), 1373-1385. doi:10.1139/cgj-2021-0248

[86]     Sun, H.-l., Weng, Z.-q., Geng, X.-y., Shen, M.-f., Pan, X.-d., Shi, L., & Cai, Y.-q. (2022). Experimental study on the effects of particle grading on lime-treated slurry with vacuum preloading. Marine Georesources & Geotechnology, 40(7), 869-881. doi:10.1080/1064119x.2021.1946626

[87]     Tao, Y., He, W., Sun, H., Cai, Y., & Chen, J. (2022). Multi-objective optimization-based prediction of excavation-induced tunnel displacement. Underground Space, 7(5), 735-747. doi:10.1016/j.undsp.2021.12.005

[88]     Tao, Y., Sun, H., & Cai, Y. (2022). Predictions of Deep Excavation Responses Considering Model Uncertainty: Integrating BiLSTM Neural Networks with Bayesian Updating. International Journal of Geomechanics, 22(1). doi:10.1061/(asce)gm.1943-5622.0002245

[89]     Wang, M., Pan, S., Tao, Y., Sun, H., & Li, X. (2022). Hierarchical Bayesian modelling of quasi-region-specific soil porosity. Ocean Engineering, 266. doi:10.1016/j.oceaneng.2022.113052

[90]     Wu, T., Jin, H., Guo, L., Sun, H., Tong, J., Jiang, Y., & Wei, P. (2022). Predicting method on settlement of soft subgrade soil caused by traffic loading involving principal stress rotation and loading frequency. Soil Dynamics and Earthquake Engineering, 152. doi:10.1016/j.soildyn.2021.107023

[91]     Wu, T., Sun, H.-l., Cai, Y.-q., Wu, J.-t., & Zhang, Y.-p. (2022). Analytical study on the dynamic responses of a sheet-pile groin subjected to transient lateral impulses. Ocean Engineering, 249. doi:10.1016/j.oceaneng.2022.110875

[92]     Wu, T., Tong, J., Sun, H., Yuan, Z., & Guo, L. (2022). Common characteristics between cyclic behaviours at different frequencies and monotonic behaviours of clay. Canadian Geotechnical Journal. doi:10.1139/cgj-2021-02591

[93]     Wu, T., Zhang, T., Gu, C., Wang, J., Cai, Y., Sun, H., & Yuan, Z. (2022). Cyclic Behavior of Saturated Clays in Plane Strain State. Journal of Geotechnical and Geoenvironmental Engineering, 148(1). doi:10.1061/(asce)gt.1943-5606.0002721

[94]     Xu, S., Cao, H., Zhu, Y., Sun, H., Lu, J., & Shi, J. (2022). Mechanism of Filtration Behaviors of Cement-Based Grout in Saturated Sand under Different Grouting Conditions. Geofluids, 2022. doi:10.1155/2022/2332743

[95]     Xu, S., Zhu, Y., Cai, Y., Sun, H., Cao, H., & Shi, J. (2022). Predicting the permeability coefficient of polydispersed sand via coupled CFD-DEM simulations. Computers and Geotechnics, 144. doi:10.1016/j.compgeo.2022.104634

[96]     Xu, S., Zhu, Y., Cao, H., Sun, H., Cai, Y., & Wu, J. (2022). Studying the soil column formation in soft soil improved by vacuum preloading via coupled scale-up CFD-DEM simulations. International Journal for Numerical and Analytical Methods in Geomechanics, 46(7), 1272-1291. doi:10.1002/nag.3345

[97]     Yi-zhou, S., Pan, K., Tang, C., Hong-lei, S., Yuan-qiang, C., & Pan, F. (2022). Field experimental study on cyclic uplift behavior of anchored pier foundations. Acta Geotechnica, 17(10), 4419-4434. doi:10.1007/s11440-022-01503-x

[98]     Zhang, H., Liu, S., Sun, H., Cai, Y., Geng, X., Pan, X., & Deng, Y. (2022). Large-Strain Self-Weight Consolidation of Dredged Sludge. International Journal of Geomechanics, 22(1). doi:10.1061/(asce)gm.1943-5622.0002209

[99]     Zhang, H., Wang, W.-j., Liu, S.-j., Chu, J., Sun, H.-l., Geng, X.-y., & Cai, Y.-q. (2022). Consolidation of Sludge Dewatered in Geotextile Tubes under Combined Fill and Vacuum Preloading. Journal of Geotechnical and Geoenvironmental Engineering, 148(6). doi:10.1061/(asce)gt.1943-5606.0002791

[100]  Zheng, J., Guo, J., Wang, J., Sun, H., Deng, J., & Lv, Q. (2022). A universal elliptical disc (UED) model to represent natural rock fractures. International Journal of Mining Science and Technology, 32(2), 261-270. doi:10.1016/j.ijmst.2021.12.001

[101]  沈梦芬, 江琛馨, 孙宏磊, 潘坤, & 蔡袁强. (2026). 一种基于剪切波速且考虑含砾量的砾性土液化判别模型. 浙江工业大学学报, 54(02), 152-159.

[102]  翁振奇, 史哲奇, 徐成魁, 徐山琳, 孙宏磊, 王林均, & 蔡袁强. (2026). 固废基固化剂固化煤泥力学增强机理与路用性能研究. 材料导报, 40(08), 118-125.

[103]  徐王成, 叶斐, 廖栋, 潘坤, 孙宏磊, & 蔡袁强. (2026). 考虑颗粒破碎效应的钙质砂亚塑性本构模型. 长沙理工大学学报(自然科学版), 23(01), 21-30.

[104]  蔡袁强, 谢况琴, 袁宗浩, 孙宏磊, 黄勇, 曹秒凤, . . . 梁旭. (2025). 硬质岩层盾构掘进引起国保单位白塔振动预测与控制技术. 岩土工程学报, 47(05), 1064-1072.

[105]  金子煜, 刘嘉英, 赵婷婷, 孙宏磊, 王新泉, & 杨舒涵. (2025). 应力各向异性对散粒体三维强度影响的拓扑机理. 力学学报, 57(06), 1446-1456.

[106]  施周桓, 孙宏磊, 孙淼军, & 潘坤. (2025). 含粉粒砂土循环及循环后液化特性研究. 地下空间与工程学报, 21(02), 490-496+516.

[107]  孙宏磊, 徐振恺, 刘斯杰, & 蔡袁强. (2025). 考虑土柱发展过程的淤泥真空预压大应变固结计算. 岩土力学, 46(01), 133-146+155.

[108]  陶袁钦, 陈松庭, 曾少翔, 孙宏磊, & 刘卫未. (2025). 半监督学习的盾构掘进围岩等级分类方法. 应用基础与工程科学学报, 33(03), 660-670.

[109]  陶袁钦, 潘孙珏徐, 孙宏磊, & 聂艳侠. (2025). 基于多元概率分布的土体硬化模型参数预测. 岩土力学, 46(05), 1392-1408.

[110]  叶朝晖, 徐山琳, 孙宏磊, 陆靖凌, 叶晨豪, & 刘卫未. (2025). 广义达西定律下黏土渗透系数抽滤快速测定方法研究. 铁道科学与工程学报, 22(10), 4553-4560.

[111]  陈超峰, 丁智, 孙宏磊, & 王震. (2024). 列车振动对水下隧道影响研究综述. 低温建筑技术, 46(10), 81-85.

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[122]  孙义舟, 孙宏磊, & 蔡袁强. (2022). 桩-锚复合基础上拔承载力计算和参数影响研究. 上海交通大学学报, 56(06), 701-709. 

近五年授权发明专利

[1]        Yuanqiang Cai, Honglei Sun, Tingyu Wu, Yaochen Jiang. Triaxial Test Apparatus for Measuring Eroded Soil Particle Under Action of Seepage Force: US11815497B2[P]. 2023-11-14.

[2]        Honglei Sun, Zili He, Jingling Lu, Zhenqi Weng, Jian Wu, Shao Yang, Wanjie Wang. Confining Pressure-Adjustable Test and Observation System for Soil Deformation Features During Vacuum Preloading and Test Method: US11761943B1[P]. 2023-09-19.

[3]        徐山琳, 施俊强, 孙宏磊, 吴立俊, 朱品樾, 吴振涛. 一种胆碱离子液体改性大豆蛋白絮凝剂及制法与应用: ZL202610439072.9[P]. 2026-06-26.

[4]        汪明元, 潘孙珏徐, 孙淼军, 孙宏磊, 李欣益, 王振红. 一种考虑不确定性的海洋土深度剖面孔隙率预测方法: ZL202310220521.7[P]. 2026-06-19.

[5]        陶袁钦, 曾少翔, 孙宏磊, 蔡袁强. 一种基于迁移学习增强的软土地基沉降概率预测方法: ZL202610252842.9[P]. 2026-06-12.

[6]        施俊强, 徐山琳, 孙宏磊, 朱品樾, 翁振奇. 一种原位共聚杂化絮凝剂以及其制备方法与应用方法: ZL202610277834.X[P]. 2026-06-12.

[7]        施俊强, 徐山琳, 孙宏磊, 徐涛, 王泽闽. 一种疏水改性大豆球蛋白基絮凝剂及其制备方法与应用: ZL202610439188.2[P]. 2026-05-29.

[8]        叶晨豪, 徐山琳, 王广耀, 胡凌恺, 孙宏磊. 一种两相流与数据同化耦合的黏土沉降曲线预测方法: ZL202511965201.X[P]. 2026-04-03.

[9]        何自立, 戴博晨, 孙宏磊. 有纺土工织物联合真空预压法处理疏浚土系统及方法: ZL202411850106.0[P]. 2026-02-27.

[10]     胡凌恺, 徐山琳, 孙宏磊, 朱品樾. 基于CFD-DEM与动网格耦合的渗流侵蚀模拟方法: ZL202511631560.1[P]. 2026-02-17.

[11]     陶袁钦, 曾少翔, 孙宏磊, 潘孙珏徐, 姜叶翔, 羊逸君. 基于TabPFN模型与支撑轴力伺服系统的基坑变形控制方法: ZL202511516694.9[P]. 2026-02-03.

[12]     汪明元, 陈松庭, 李欣益, 王振红, 孙宏磊, 王宽君. 一种海洋土压缩参数的预测方法: ZL202310220520.2[P]. 2026-01-23.

[13]     李强, 许华金, 汪明元, 林鹏, 王振红, 蒋胜祥, 曹帅, 孙宏磊, 王康宇. 一种自升式海上辅助拔桩平台及使用方法: ZL202510176295.6[P]. 2026-01-02.

[14]     胡凌恺, 徐山琳, 朱彦臻, 孙宏磊, 叶晨豪, 高峰. 一种基于离散元法与机器学习耦合的间断级配土应力应变预测方法: ZL202411106895.7[P]. 2025-11-14.

[15]     冯治国, 张军杰, 王猛, 余颂, 陶袁钦, 朱润俊, 邓圣甫, 张振江, 陈志伟, 熊友, 孙宏磊. 半监督盾构围岩等级识别方法: ZL202410870950.3[P]. 2025-09-05.

[16]     刘金涛, 王伟胜, 孔德玉, 倪彤元, 钱如胜, 顾春平, 孙宏磊. 可控纤维掺量的多维混杂渗浇纤维混凝土及其制备方法: ZL202510828653.7[P]. 2025-09-05.

[17]     陶袁钦, 潘孙珏徐, 孙宏磊, 曾少翔. 一种基于数字孪生的基坑钢支撑轴力伺服调控方法: ZL202510488850.9[P]. 2025-07-15.

[18]     孙宏磊, 何自立, 周俊达, 蔡袁强, 徐彬. 基于YOLOv8网络模型的粗粒土破碎颗粒追踪方法: ZL202410559836.9[P]. 2025-04-15.

[19]     孙宏磊, 何自立, 陆靖凌, 翁振奇, 吴健, 杨杓, 汪万杰. 可调围压的真空预压中土体变形特性的试验和观测系统及试验方法: ZL202110747826.4[P]. 2025-01-03.

[20]     孙宏磊, 陆逸, 翁振奇. 一种用于室内真空预压模型试验的模型桶装置: ZL201911347395.1[P]. 2024-12-24.

[21]     何自立, 周俊达, 孙宏磊, 蔡袁强, 徐彬. 一种基于改进YOLOv8的粗粒土破碎颗粒追踪方法: ZL202410559837.3[P]. 2024-12-10.

[22]     沈梦芬, 娄国潮, 孙宏磊, 潘晓东, 伍婷玉, 徐山琳, 蓝沐林. 一种用于模拟盾构开挖和监测隧道与土体变形的可视化装置以及盾构模拟试验方法: ZL202110606291.9[P]. 2024-11-19.

[23]     李水江, 齐添, 孙宏磊, 黄永基, 张金荣. 一种模拟海底管道运动的试验方法: ZL202111335998.7[P]. 2024-10-25.

[24]     孙宏磊, 翁振奇, 兰慧军. 一种室内可变深度的真空预压模型桶装置及其试验方法: ZL202110717961.4[P]. 2024-09-03.

[25]     孙宏磊, 陆靖凌, 翁振奇, 周琳. 一种用于拉链式土工管袋的手型接头连接构造及其使用方法: ZL201911260447.1[P]. 2024-08-23.

[26]     孙宏磊, 翁振奇. 一种基于法兰连接的气密封闭真空预压模型桶装置: ZL201911347386.2[P]. 2024-07-19.

[27]     伍婷玉, 蒋耀晨, 蔡袁强, 孙宏磊, 潘晓东, 曾玲玲, 史吏, 袁宗浩, 沈梦芬, 潘坤, 王康宇, 徐山琳. 一种重塑土的制样装置及其制样方法: ZL202110114710.7[P]. 2024-07-05.

[28]     孙宏磊, 齐添, 周卫东, 张金荣, 祝健钊. 基于模型槽的波浪荷载加载装置及试验方法: ZL201711109600.1[P]. 2024-05-17.

[29]     孙宏磊, 翁振奇, 何自立, 俞子逸, 张甲峰. 一种真空预压法水平排水板铺设系统及现场施工方法: ZL202210481862.5[P]. 2024-02-06.

[30]     刘俊伟, 孙宏磊, 于秀霞, 崔林, 冯凌云. 一种地基局部塌陷修复设备: ZL202211191180.7[P]. 2024-01-05.

[31]     刘俊伟, 孙宏磊, 于秀霞, 尚文昌, 张超, 栾树洋, 来守祥, 薄其睿. 一种海堤迎面波浪冲击性能检测方法: ZL202311090639.9[P]. 2023-11-21.

[32]     伍婷玉, 蒋耀晨, 蔡袁强, 孙宏磊, 潘晓东, 曾玲玲, 史吏, 袁宗浩, 沈梦芬, 潘坤, 王康宇, 徐山琳. 一种浅层生物气空腔自动识别与填充设备以及生物气空腔注浆填充的施工方法: ZL202110607115.7[P]. 2023-08-22.

[33]     潘晓东, 谢强, 袁宗浩, 蔡袁强, 孙宏磊, 赵晖, 吕江. 一种基于反滤层的消落带边坡生态治理方法: ZL202111550405.9[P]. 2023-08-08.

[34]     李彤, 李锋, 雷萌萌, 严金海, 李亚栋, 陈荣, 孙宏磊, 谢建雄. 一种灭菌保鲜片及其制备方法和应用: ZL202110528059.8[P]. 2023-04-28.

[35]     孙宏磊, 刘斯杰, 蔡袁强. 真空预压和堆载预压相结合的沉降柱试验仪及试验方法: ZL201710603195.2[P]. 2023-04-11.

[36]     潘晓东, 周廉默, 何自立, 蔡袁强, 孙宏磊, 史吏, 袁宗浩, 沈梦芬, 王康宇, 潘坤. 真空预压过程中观测土颗粒运动的试验系统及试验方法: ZL202010185736.6[P]. 2022-10-11.

本科生课程

城市防灾学

研究生课程

特殊土与地基处理技术

网络课程

工程地质

真空预压虚拟仿真实验

教学成果奖

2025，浙江工业大学研究生教育教学成果奖，特等奖，排名第一

2025，浙江省第十九届“挑战杯”大学生课外学术科技作品竞赛，金奖，排名第二

2024，浙江省研究生教育学会教育成果奖，二等奖，排名第一

2023，浙江省产学研合作创新与促进奖，产学研合作创新成果奖，排名第一

教学改革项目

2024，浙江工业大学智慧工地技术岩土工程实践基地建设，教育部产学合作协同育人项目，主持

2023，新时代土木工程专业学位研究生校企协同培养模式改革，浙江省研究生教育学会科研项目重点项目，主持

2023，基于校企协同共建基地的土木工程专业学位研究生培养模式研究，浙江工业大学研究生教学改革项目重点项目，主持

2023，岩土工程典型特殊土地基处理案例库，浙江工业大学专业学位研究生教学案例库培育建设项目，主持

2021，新工科背景下以学科竞赛为驱动的土木工程本科生综合能力提升培养机制改革，浙江工业大学一般教学改革项目，主持

课程建设

2023，浙江工业大学校企联合课程项目，特殊土与地基处理，课程负责人

2022，浙江省一流课程，工程地质，课程负责人

2022，浙江工业大学虚拟仿真实验教学项目，真空预压虚拟仿真实验，课程负责人

教学研究论文

[1]     孙宏磊, 伍婷玉, 彭国军, 等. 新时代工科专业学位研究生校企联合培养模式改革与探索——以土木工程专业为例[J]. 高教学刊, 2025, 11(22): 142-145+150.

[2]     孙宏磊, 伍婷玉, 刘晓,等. 基于竞赛驱动的本科生综合能力培养探索与实践——以土木工程专业为例[J]. 建筑与文化, 2024, (08): 18-20.

[3]     孙宏磊. 信息化背景下如何提升教师专业能力[J]. 中国成人教育, 2020, (04): 91-94.

交通工程

建筑工程

近海工程

市政工程

水利工程

电力工程