孙宏磊科研成果

个人简介 浙江大学岩土工程博士，教授。长期从事土木工程相关科研工作。主要从事的研究方向包括建筑废弃物处理、CFD—DEM计算方法、吹填地基固结理论、真空预压地基处理、数据融合技术及计算方法的开发、城市防灾及韧性管网方面的研究。承担包括科技部重点研发计划、国家自然科学基金项目等相关纵向科研项目3项，参与科技部重点研发计划、国家自然科学基金重点基金、杰出青年基金等纵向科研项目5项，参与欧盟地平线国际合作科研项目1项，主持其他横纵项科研项目30余项，发表相关学术论文130余篇，其中SCI论文80余篇，获得国家科技进步二等奖一项，省部级二等奖以上奖励2项，入选浙江省“万人计划”青年拔尖项目，获 “曾国熙岩土工程奖”青年奖。参编行业、地方标准3部，授权发明专利、软件著作权14项。任中国地震学会岩土工程防震减灾青年工作委员会常务委员等重要学术组织成员。在学术会议做特邀报告10次。任《Canadian Geotechnical Journal》、《岩土工程学报》等国内外期刊审稿人。 教学与课程 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1.《绿色建筑技术与造价》，吉林科学技术出版社，2020年，第一副主编2.《工程制图》，电子科技大学出版社，2020年，第一副主编3.《土木工程项目管理与施工技术探索》，中国华侨出版社，2021年，第一副主编4.《土木工程施工》，中国建筑工业出版社，2021年，第一副主编 研究方向 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。 育人成果 毕业研究生徐山琳email：xuxiaoshan7@126.com研究领域：泥浆处理；多相流模拟就业去向：浙江工业大学土木学院 博士后Xu Shanlin, Sun Rui, Cai Yuanqiang, et al. Study of sedimentation of non-cohesive particles via CFD--DEM simulations[J]. Granular Matter, Sun Honglei, Xu Shanlin, Pan Xiaodong, et al. Investigating the jamming of particles in a three-dime nsional fluid-driven flow via coupled CFD–DEM simulations[J]. International Journal of Multiphase Flow, Shi Li, Wang Qiuqi, Xu Shanlin, et al. Numerical study on clogging of prefabricated vertical drain in slurry under vacuum loading[J]. Granular Matter, Sun Honglei, Li D, Xu Shanlin*, et al. Modeling the process of cohesive sediment settling and flocculation based on CFD–DEM approach[J]. Granular Matter, Xu Shanlin, Xiao Heng, Sun Honglei, et al. Studying the orifice jamming of a polydispersed particle system via coupled CFD--DEM simulations 刘斯杰email：sijieliu@whu.edu.cn研究领域：软土地基处理；基坑工程就业去向：武汉大学土木建筑工程学院 博士后Liu, S. J., Sun, H. L., Pan, X. D., Shi, L., Cai, Y. Q., Geng, X. Y. (2021). Analytical solutions and simplified design method for large-strain radial consolidation. Computers and Geotechnics,134(118), 103987.Liu, S. J., Cai, Y. Q., Sun, H. L., Geng, X. Y., Shi, L., Pan, X. D. (2021). Consolidation considering clogging effect under uneven strain assumption. International Journal of Geomechanics, 21(1), 04020239. Liu, S. J., Geng, X. Y., Sun, H. L., Cai, Y. Q., Pan, X. D., Shi, L. (2019). Nonlinear consolidation of vertical drains with coupled radial‐vertical flow considering time and depth dependent vacuum pressure. International Journal for Numerical and Analytical Methods in Geomechanics, 43(4), 767-780.Liu, S. J., Cai, Y. Q., Sun, H. L., Geng, X. Y., Shi, L., Pan, X. D. (2021, July). Large Strain Consolidation with Time and Distance Dependent Boundary Conditions. In Civil Infrastructures Confronting Severe Weathers and Climate Changes Conference (pp. 82-96). Springer, Cham. (EI).Zhang, H., Liu, S. J., Sun, H. L., Cai, Y. Q., Geng, X. Y., Pan, X. D., Deng, Y. F. (2021). Large-strain self-weight consolidation of dredged sludge. International Journal of Geomechanics.  (Accepted).Sun, H. L., Weng, Z. Q., Liu, S. J., Geng, X. Y., Pan, X. D., Cai, Y. Q., Shi, L. (2020). Compression and consolidation behaviors of lime-treated dredging slurry under vacuum pressure. Engineering Geology, 270, 105573. Cheng, K., Xu, R. Q., Ying, H. W ., Gan, X. L., Zhang, L. S., Liu S. J. (2021). Observed performance of a 30.2 m deep-large basement excavation in Hangzhou soft clay. Tunnelling and Underground Space Technology, 111, 103872. Cheng, K., Xu, R. Q., Ying, H. W ., Gan, X. L., Zhang, L. S., Liu S. J. (2020). Performance of diaphragm walls in Hangzhou soft clay of a 30.2 m basement excavation. Soil Mechanics and Foundation Engineering. (Accepted).翁振奇email：1111802026@zjut.edu.cn研究领域：地基基础；淤泥处理就业去向：浙江工业大学土木学院 博士后Sun,H.L., Weng Z.Q.,Liu,S.J., Geng X.Y., Pan, X.D., Cai, Y.Q. and Shi, L. 2020. Compression and consolidation behaviors of lime-treated dredging slurry under vacuum pressure. Engineering Geology.Sun, H.L., Weng, Z.Q., Geng, X.Y., Shen, M.F., Pan, X.D., Shi, L. and Cai, Y.Q. 2021. Experimental study on the effect of particle grading on lime-treated slurries with vacuum preloading. Marine Georesources and Geotechnology.陈安华email：alicia0214@zju.edu.cn研究领域：土动力学就业去向：浙大邵逸夫医院Iterative Method for Predicting Uneven Bridge Approach Settlement (BAS) Caused by Vehicle Loads；Dynamic responses of a twin-tunnel subjected to moving loads in a saturated half-space赵家琛email：jiachenzhao@zju.edu.cn研究领域：强夯法加固地基；边坡可靠度就业去向：杭州市地铁集团有限责任公司运营分公司赵家琛,吕江,赵晖,孙宏磊.高能级强夯处理抛填路基的有效加固深度[J].土木与环境工程学报(中英文),2021,43(05):27-33.李丹明email：562066945@qq.com研究领域：软基处理就业去向：舟山市应急管理局Sun H L , Li D M , Xu S L , et al. Modeling the process of cohesive sediment settling and flocculation based on CFD–DEM approach[J]. Granular Matter, 2019, 21(2):33.[TOP;IF: 1.658]李国民email：80450724@qq.com研究领域：桩基水平循环荷载下的性状研究就业去向：周廉默email：nbezzlm@163.com研究领域：真空预压； 数字图像技术就业去向：宁波市海曙区委统战部潘晓东, 周廉默, 孙宏磊,等. 基于粒子图像测速的高含水率软土真空预压试验[J]. 浙江大学学报：工学版, 2020, 54(6):8.冯  斌email：1135799477@qq.com研究领域：海底滑坡就业去向：绍兴市铁路建设服务中心        忻俊杰email：junjiexin@foxmail.com研究领域：可回收锚桩就业去向：韧科（浙江）数据技术有限公司 杨  波email：570916452@qq.com研究领域：固结理论；不确定性分析就业去向：浙江工业大学建筑设计研究院杨波, 胥东. 基于三维有限元的杭州紫之隧道运营期渗流场变化预测[J]. 山西建筑, 2019, 19.陆  逸email：2196663570@qq.com研究领域：真空预压就业去向：杭州天元建筑设计研究院有限公司孙宏磊，陆逸，潘晓东，史吏，蔡袁强.真空预压作用下初始含水率对疏浚淤泥固结影响研究[J].岩土力学.博士研究生方宇超email：465812671@qq.com研究领域：隧道工程赖勇,方宇超.输水隧洞溶洞非连续分布预应力衬砌技术研究[J].小水电,2020(02):13-18.刘敬亮,方宇超,叶晓牡.杭州紫之隧道大跨度交汇段开挖方法对比研究[J].现代隧道技术,2019,56(06):167-172.DOI:10.13807/j.cnki.mtt.2019.06.026.方宇超,蔡袁强,孙宏磊.近接溶洞位置对隧道的稳定性影响数值分析[J].科技通报,2018,34(02):216-219+226.DOI:10.13774/j.cnki.kjtb.2018.02.049.Xiao-dong Pan, Yu-chao Fang, Hong-lei Sun, Yuan-qiang Cai, Li Shi. 3D Numerical modelling of water distribution tunnels in karst area. Arabian Journal of Geoscience.陶袁钦email：taoyuanqin@zju.edu.cn研究领域：岩土工程不确定性量化Tao, Y., Sun, H., and Cai, Y. 2021. Bayesian inference of spatially varying parameters in soil constitutive models by using deformation observation data. Int. J. Numer. Anal. Methods Geomech., 45(11), 1647-1663.Tao, Y., Sun, H., and Cai, Y. 2020. Predicting soil settlement with quantified uncertainties by using ensemble Kalman filtering. Eng. Geol., 276, 105753.Tao, Y., Sun, H., and Cai, Y. 2022. Predictions of Deep Excavation Responses Considering Model Uncertainty: Integrating BiLSTM Neural Networks with Bayesian Updating. Int. J. Geomech., 22(1), 04021250. 陶袁钦, 孙宏磊, 蔡袁强. 考虑约束的贝叶斯概率反演方法. 岩土工程学报, 2021, 43(10):9.孙义舟email：12012062@zju.edu.cn研究领域：岩土工程；桩锚复合型基础倾斜岩面桩桩端竖向承载力计算方法，《中南大学学报（自然科学版）》.输电线路复合式岩石锚杆基础荷载分担效应数值分析，《工业建筑》.掏挖与岩石锚杆复合型基础上拔承载机理和参数影响研究，《长江科学院院报》.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》.吴  涛email：wutao2018@zju.edu.cn研究领域：桩基动力学；土动力学Wu, T., Sunb, H. L., Cai, Y. Q., Wu, J. T., & Zhang, Y. P. (2021). Analytical study on dynamic responses of sheet-pile groin subjected to transient lateral impulse. arXiv preprint arXiv:2106.03392.何自立email：hezili77@zjut.edu.cn研究领域：地基处理；数字图像技术Sun, H., He, Z., Pan, K., Lu, J., Pan, X., Shi, L., & Geng, X. (2022). Consolidation mechanism of high-water-content slurry during vacuum preloading with prefabricated vertical drains. Canadian Geotechnical Journal, (ja).Sun, H., He, Z., Geng, X., Shen, M., Cai, Y., Wu, J., ... & Wang, W. (2021). Formation mechanism of clogging of dredge slurry under vacuum preloading by using digital image technology. Canadian Geotechnical Journal, (ja).陆靖凌email：435628077@qq.com研究领域：软土处理；泥浆絮凝固化见刊论文：真空预压过程中滤膜等效孔径和土颗粒级配对排水板淤堵影响的试验研究。发明受理：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 发明受理。发明受理：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。发明受理：一种泥浆-絮凝剂管道混合与自搅拌装置。实用新型授权：一种用于拉链式土工管袋的手型接头连接构造。张  皓email：h_z@zju.edu.cn研究领域：地基处理；土工管袋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), 04021247.Consolidation of sludge dewatered in geotextile tubes under combined fill and vacuum preloading (Accepted).朱彦臻email：1398297792@qq.com研究领域：CFD-DEM方法；渗流；渗蚀；渗滤Predicting the permeability coefficient of polydispersed sand via coupled CFD–DEM simulations (Accepted).硕士研究生何  维email：21912009@zju.edu.cn研究领域：岩土工程中的数据融合分析基于动态多目标优化的基坑开挖引起的隧道位移预测方法，《上海交通大学学报》.He, W., Tao, Y., Sun, H., Cai, Y., and Chen, J., Multi-objective optimization-based prediction of excavation-induced tunnel displacement: Underground Space  (under review)林楚轩email：1205079558@qq.com研究领域：生物酶固化土邬文昊email：1095305644@qq.com研究领域：生物聚合物固化土汪万杰email：1119505204@qq.com研究领域：岩土工程一种联合真空预压的新型土工管袋淤泥脱水装置以及泥浆脱水方法一种观测真空预压水平排水板周围土体位移场模型试验装置吴  健email：524936306@qq.com研究领域：摩擦纳米发电机；钠离子电池发明专利：一种可快速拼接的土工管袋及其使用方法.杨  杓email：1768406025@qq.com研究领域：地基处理；土工织物应用曹宏涛email：caohongtao000@163.com研究领域：地下注浆工程黏度时变双液浆盾构壁后注浆过程数值模拟研究,《浙江工业大学学报》发明专利：一种模拟管片不同位置注浆孔注浆的可视化试验装置及其试验方法郑跃跃email：877792741@qq.com研究领域：改性土施  歌email：1024941634@qq.com研究领域：环境岩土一种模拟地应力和地下渗流场耦合的隧道二次注浆模型试验装置魏朋飞email：wpfeis@163.com研究领域：土单元体试验；土动力学Fu, Z., Wang, G., Song, W., Yu, Y., Wei, P., & Wu, T. (2021). Deformation Behavior of Saturated Soft Clay under Cyclic Loading with Principal Stress Rotation. Applied Sciences, 11(19), 8987.张乾龙email：1255492631@qq.com研究领域：动力触探测试一种关于海上动力触探试验的辅助装置动力触探锤击能量测量装置兰慧军email：495167366@qq.com研究领域：韧性隧道隧道施工对既有高压电塔影响研究，《地基处理》章冉冉email：1509453018@qq.com研究领域：韧性隧道陈建达email：chen97jd@163.com研究领域：弯曲元室内实验潘孙珏徐email：pansjx@foxmail.com研究领域：双保真度数值模拟一种电力工程地基土沉降的概率预测算法一种基于智能在线监测的沉降预警系统虞梦菲email：yumengfei@zjut.edu.cn研究领域：数据融合；固结理论地基土变形概率分析软件高鑫权email：1551598281@qq.com研究领域：盾构隧道施工运营期邻近浅基础建筑振变双控研究陈万里email：1195847993@qq.com研究领域：考虑颗粒形状的离散元法在岩土工程中的应用吴  超email：1512035562@qq.com研究领域：电动修复污染土技术潘道明email：867470438@qq.com研究领域：含气土力学特征金 昂email：2495675572@qq.com研究领域：基坑斜向支撑支护施俊强email：vcgdat@163.com研究领域：泥浆处理一种基于絮凝联合土工管袋法的泥浆处理系统和方法一种泥浆絮凝剂管道混合与自搅拌装置陈松庭email：chenst2021@163.com研究领域：斜桩支护承载能力及承载机理吴佳蔚email：751645685@qq.com研究领域：泥浆絮凝去污脱水黄新宇email：1037302787@qq.com研究领域：真空预压徐振恺email：354538915@qq.com研究领域：软土地基处理俞子逸email：1479110252@qq.com研究领域：真空预压吴梦琴email：1379330266@qq.com研究领域：地铁隧道 科研成果 获奖情况：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）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）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）2021，浙江省“万人计划”青年拔尖人才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）2021，第二届“曾国熙岩土工程奖”，青年奖近五年发表论文：[1] 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, 118450.[2] 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, 118288.[3] 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, 132304. [4] 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, 100846. [5] Deng, Y., Xu, C., Marsheal, F., Geng, X., Chen, Y., & Sun, H. (2021). Constituent effect on mechanical performance of crushed demolished construction waste/silt mixture. Construction and Building Materials, 294, 123567. [6] 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. [7] 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, 1-13. [8] 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, 113129. [9] Jin, H., Guo, L., Sun, H., Shi, L., & Cai, Y. (2022). Undrained cyclic shear strength and stiffness degradation of over consolidated soft marine clay in simple shear tests. Ocean Engineering, 262, 112270. [10] 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. [11] 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, 157690. [12] 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, 115646. [13] Liu, S., Cai, Y., Sun, H., Geng, X., Shi, L., & Pan, X. (2021). Consolidation Considering Clogging Effect under Uneven Strain Assumption. International Journal of Geomechanics, 21(1), 04020239. [14] 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. [15] 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. [16] Liu, S.-j., Geng, X.-y., Sun, H.-l., Cai, Y.-q., Pan, X.-d., & Shi, L. (2019). Nonlinear consolidation of vertical drains with coupled radial-vertical flow considering time and depth dependent vacuum pressure. International Journal for Numerical and Analytical Methods in Geomechanics, 43(4), 767-780. [17] 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, 1-17. [18] 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, 107159. [19] Pan, X.-d., Fang, Y.-c., Lai, Y., Sun, H.-l.*, Cai, Y.-q., Shi, L., & Geng, X.-y. (2020). Three-dimensional numerical modeling of water distribution tunnels in karst area. Arabian Journal of Geosciences, 13(23), 1-7. [20] 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, 107202. [21] Shi, L., Jiang, J., Wang, Q., Sun, H.*, Yuan, Z., & Pan, X. (2021). Numerical study on movements of soil particles forming clogging layer during vacuum preloading of dredged slurry. Granular Matter, 23(4), 1-17. [22] Shi, L., Sun, H.-l.*, Pan, X.-d., Geng, X.-y., & Cai, Y.-q. (2019). A theoretical investigation on characteristic frequencies of ground vibrations induced by elevated high speed train. Engineering Geology, 252, 14-26. [23] 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, 1-13. [24] Shi, L., Wang, Q.-q., Xu, S.-l., Pan, X.-d., Sun, H.-l., & Cai, Y.-q. (2018). Numerical study on clogging of prefabricated vertical drain in slurry under vacuum loading. Granular Matter, 20(4), 1-14. [25] Shi, L., Yin, X., Sun, H., Pan, X., Yuan, Z., & Cai, Y. (2021). A new approach for determining compressibility and permeability characteristics of dredged slurries with high water content. Canadian Geotechnical Journal, 59(6), 965-977. [26] 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), 04022118. [27] 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, 84,103222. [28] Sun, H., Fang, Y., Yuan, Z., Weng, Z., & Ni, D. (2021). Analytical modeling for the calculation of underground train-induced vibrations in inhomogeneous soils with uncertainty. Aip Advances, 11(11), 115321. [29] Sun, H., Xu, S., Pan, X., Shi, L., Geng, X., & Cai, Y. (2019). Investigating the jamming of particles in a three-dimensional fluid-driven flow via coupled CFD-DEM simulations. International Journal of Multiphase Flow, 114, 140-153. [30] Sun, H., Yang, Y., Shi, L., & Geng, X. (2018). The equivalent stiffness of a saturated poroelastic halfspace interacting with an infinite beam under a moving point load. Soil Dynamics and Earthquake Engineering, 107, 83-95. [31] Sun, H.-l., Chen, A.-h., Shi, L., & Cai, Y.-q. (2020). Iterative Method for Predicting Uneven Bridge Approach Settlement (BAS) Caused by Vehicle Loads. Mathematical Problems in Engineering, 2020, 1-10. [32] Sun, H.-l., Chen, A.-h., Shi, L., Geng, X.-y., & Wang, Y. (2018). Dynamic Responses of a Twin-Tunnel Subjected to Moving Loads in a Saturated Half-Space. Mathematical Problems in Engineering, 2018, 1-12.[33] 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. [34] 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. [35] Sun, H.-l., Li, D.-m., Xu, S.-l., Shi, L., Pan, X.-d., Geng, X.-y., & Cai, Y.-q. (2019). Modeling the process of cohesive sediment settling and flocculation based on CFD-DEM approach. Granular Matter, 21(2), 1-14. [36] 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. [37] Sun, H.-l., Weng, Z.-q., Liu, S.-j., Geng, X.-y., Pan, X.-d., Cai, Y.-q., & Shi, L. (2020). Compression and consolidation behaviors of lime-treated dredging slurry under vacuum pressure. Engineering Geology, 270, 105537. [38] 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), 04023057. [39] 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), 9487. [40] 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. [41] Tao, Y., Sun, H.*, & Cai, Y. (2020). Predicting soil settlement with quantified uncertainties by using ensemble Kalman filtering. Engineering Geology, 276, 105753. [42] 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), 04021250. [43] Tao, Y.-q., Sun, H.-l.*, & Cai, Y.-q. (2021). Bayesian inference of spatially varying parameters in soil constitutive models by using deformation observation data. International Journal for Numerical and Analytical Methods in Geomechanics, 45(11), 1647-1663. [44] Wang, M., Pan, S., Tao, Y., Sun, H., & Li, X. (2022). Hierarchical Bayesian modelling of quasi-region-specific soil porosity. Ocean Engineering, 266, 113052. [45] 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), 4101.[46] 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, 1-17. [47] 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, 107023. [48] 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. [49] 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, 110875. [50] 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, 59(9): 1553-1567.[51] 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), 04021172. [52] 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, 107568. [53] 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, 1-12. [54] 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, 138445. [55] Xu, S., Sun, H.*, Cai, Y., & Geng, X. (2020). Studying the orifice jamming of a polydispersed particle system via coupled CFD-DEM simulations. Powder Technology, 368, 308-322. [56] 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. [57] 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. [58] Xu, S.-l., Sun, R., Cai, Y.-q., & Sun, H.-l.* (2018). Study of sedimentation of non-cohesive particles via CFD-DEM simulations. Granular Matter, 20(1), 1-17. [59] 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. [60] 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. [61] Yuan, Z., Cai, Y., Sun, H.*, Shi, L., & Pan, X. (2021). The influence of a neighboring tunnel on the critical velocity of a three-dimensional tunnel-soil system. International Journal of Solids and Structures, 212, 23-45. [62] 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. [63] 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.[64] 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), 04021247. [65] Zhang, H., Sun, H. L., Liu, S. J., Chu, J., Shi, L., Geng, X. 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