个人简介
新葡的京集团8814教授、博士生导师。加拿大女王大学岩土工程博士，师从加拿大工程院院士Ian D. Moore教授和加拿大岩土工程首席科学家W. Andy Take教授。近年来，主要从事岩土工程领域重大基础设施设计与安全评估研究，在管道工程、隧道工程、基础工程等土-结构相互作用研究方向取得系列成果。在国际权威期刊《Géotechnique》、《Journal of Geotechnical and Geoenvironmental Engineering》、《Canadian Geotechnical Journal》、《Soils and Foundations》等上发表学术论文100余篇，同时担任《Geotechnical and Geological Engineering》、《International Journal of Geotechnical Engineering》副主编、《Geotextiles and Geomembranes》编委。入选斯坦福大学2023、2024年度“全球前2%顶尖科学家榜单”。
教育经历
2012年-2016年，加拿大女王大学（Queen's University），岩土工程，博士
2010年-2012年，欧盟Erasmus Mundus项目——法国格勒诺布尔第一大学（Université Joseph Fourier - Grenoble 1）和意大利帕维亚高等研究院（Istituto Universitario di Studi Superiori di Pavia），地震工程，硕士
2006年-2010年，东北大学，土木工程，学士
工作经历
2019年-至今，新葡的京集团8814，新葡的京集团8814，教授
2017年-2019年，新加坡南洋理工大学（Nanyang Technological University），土木与环境工程学院，Research Fellow
研究方向
管道-土体相互作用分析：考虑截面剪切效应和非均匀地基刚度的管道纵向变形有限差分解析计算方法；考虑管周土体主、被动区发生土拱效应的局部剪切破坏模式的管道侧向拉拔解析计算方法；接头管道接头自锁机制及变形破坏阈值分析；考虑黏弹塑性柔性管道材料本构关系和应变软化土体本构关系的精细化有限元模拟分析方法。
沉管隧道技术创新与实践：小截面钢壳混凝土沉管隧道最终接头型式；预制推出式最终接头沉管隧道变形机理；工厂预制整体式长大沉管管节运载下水关键技术；内河沉管隧道整体式管节全断面无后浇带浇筑技术；深厚软土地区沉管隧道建造技术研究。
山岭隧道安全扩挖与增韧加固：山岭隧道原位改扩建围岩扰动机制与防控技术研究；韧性支护结构设计及施工稳定性控制；山岭隧道改扩建环境安全评估及变形控阻关键技术；近接施工下既有隧道安全评估及结构增韧关键技术。
盾构隧道磨削桩/墙施工技术：受限空间软流塑地层MJS加固技术；盾构切桩刀盘选型及刀具布置技术；盾构切削大直径钢筋混凝土群桩/地下连续墙关键技术；盾构切削钢筋混凝土群桩/墙刀具磨损及预测技术。
大断面矩形顶管施工技术：矩形顶管开挖面渣土缓冲理论及稳定性控制技术；矩形顶管管-土相互作用有限接触理论与长距离顶进减阻技术；矩形顶管长距离施工扰动机理及防渗加固技术。
地下连续墙技术与应用创新：考虑泥皮作用的壁式桩/矩形桩水平承载力特性分析；非极限状态下土拱效应渐进发挥的大直径桩墙咬合复合支护结构受力特性与变形分析；富水潮汐条件下非典型“坑中坑”的地下连续墙-抗拔桩复合支护体系作用机理及变形控制；超深圆形基坑的地下连续墙-防渗墙双墙复合支护体系作用机理及变形控制。
科研著作
A. 管道工程与非开挖技术（Pipelines and trenchless technology）
[JP1] Xie, Q., Qin, X., and Ni, P. 2025. Numerical investigation on failure modes and TDA-based mitigation measure of jointed rigid pipes under ground subsidence. Soil Dynamics and Earthquake Engineering, 190: 109107.
[JP2] Ye, M., Ni, P., and Maitra, S. 2024. Response of flexible pipes buried in sand under multi-directional oblique movement: understanding fault-pipeline interaction. Soil Dynamics and Earthquake Engineering, 187: 108978.
[JP3] Ye, M., Tang, X., Ni, P., Xie, Q., and Chen, Q. 2024. Response of perforated pipes buried in sand under lateral soil-pipe movements. Geosynthetics International. doi: 10.1680/jgein.24.00086.
[JP4] Chen, Y., Li, J., Ni, P., and Lu, Z. 2024. Simplified analytical solution of bell-spigot jointed ductile iron pipelines crossing normal faults. Soil Dynamics and Earthquake Engineering, 187: 108955.
[JP5] Qin, X., Zheng, S., and Ni, P. 2024. On the response of jointed rigid pipes under abrupt ground subsidence: A closed-form analytical solution. Tunnelling and Underground Space Technology, 145: 105613.
[JP6] Sun, W., Lin, E., Yang, Z., Ni, P., and Chen, Y. 2024. Damage analysis of buried pipelines subjected to side-by-side twin tunneling based on centrifuge and numerical modeling. Tunnelling and Underground Space Technology, 146: 105647.
[JP7] Li, J., Qin, X., Ye, M., Chen, Q., Ni, P., and Lin, C. 2024. A simplified analytical solution of pipeline response under normal faulting. Tunnelling and Underground Space Technology, 153: 106041.
[JP8] Ye, M., Xie, Q., Ni, P., and Qin, X. 2023. Improved analytical solution of lateral soil restraint for pipes buried in dry sand considering arching effects. Canadian Geotechnical Journal, 60(6): 802-816.
[JP9] Chen, Q., and Ni, P. 2023. Three-dimensional modeling of joint kinematic of ductile iron pipelines subjected to normal faulting. Tunnelling and Underground Space Technology, 132: 104863.
[JP10] Chen, Q., Ni, P., and Qin, X. 2023. Numerical investigation on failure modes of bell-spigot jointed ductile iron pipelines subjected to dip-slip faults with different dip angles. Tunnelling and Underground Space Technology, 133: 104982.
[JP11] Liu, J., Xie, Q., Ye, M., Ni, P., and Qin, X. 2023. Response of UPVC pipes buried in sand under lateral ground movement. Tunnelling and Underground Space Technology, 138: 105177.
[JP12] Ye, M., Qin, X., Liu, J., Li, J., Ni, P., and Lin, C. 2023. An analytical solution for landslide impact on buried continuous pipelines. Tunnelling and Underground Space Technology, 142: 105385.
[JP13] Liao, P., Guo, C., Wang, F., Sun, W., and Ni, P. 2023. Investigating brittle damage of buried pipelines under dip-slip faulting with peridynamics. Acta Geotechnica, 18(4), 1945-1965.
[JP14] Cao, Y., Xu, M., Ni, P., and Mei, G. 2022. Physical and numerical modelling of infiltration from drainage holes for perforated storm sewer. Acta Geotechnica, 17(2): 527-543.
[JP15] Ni, P., Shen, L., Mei, G., and Jiang, P. 2022. Load capacity of perforated reinforced concrete sewer pipes. Journal of Pipeline Systems Engineering and Practice, 13(1): 04021065.
[JP16] Qin, X., Ni, P., Wang, Y., and Du, Y.J. 2021. Mechanical response estimation of jointed rigid pipes under normal fault rupture. Soil Dynamics and Earthquake Engineering, 146: 106754.
[JP17] Zhai, K., Fang, H., Guo, C., Ni, P., Fu, B., Wang, F., and Zhang, C. 2021. Strengthening of PCCP with broken wires using prestressed CFRP. Construction and Building Materials, 267: 120903.
[JP18] Xu, M., Cao, Y., Ni, P., and Mei, G. 2020. Infiltration analysis of perforated storm sewer: finite difference modelling versus field tests. Journal of Hydrology, 590: 125421.
[JP19] Ni, P., Mangalathu, S., and Liu, K. 2020. Enhanced fragility analysis of buried pipelines through Lasso regression. Acta Geotechnica, 15(2): 471-487.
[JP20] Ji, X., Zhao, W., Ni, P., Barla, M., Han, J., Jia, P., Chen, Y., and Zhang, C. 2019. A method to estimate the jacking force for pipe jacking in sandy soils. Tunnelling and Underground Space Technology, 90: 119-130.
[JP21] Ji, X., Ni, P., and Barla, M. 2019. Analysis of jacking forces during pipe jacking in granular materials using particle methods. Underground Space, 4(4): 277-288.
[JP22] Ni, P., Moore, I.D., and Take, W.A. 2018. Distributed fibre optic sensing of strains on buried full-scale PVC pipelines crossing a normal fault. Géotechnique, 68(1): 1-17.
[JP23] Ni, P., Moore, I.D., and Take, W.A. 2018. Numerical modeling of normal fault-pipeline interaction and comparison with centrifuge tests. Soil Dynamics and Earthquake Engineering, 105: 127-138.
[JP24] Ni, P., Mangalathu, S., and Yi, Y. 2018. Fragility analysis of continuous pipelines subjected to transverse permanent ground deformation. Soils and Foundations, 58(6): 1400-1413.
[JP25] Ni, P., and Mangalathu, S. 2018. Fragility analysis of gray iron pipelines subjected to tunneling induced ground settlement. Tunnelling and Underground Space Technology, 76: 133-144.
[JP26] Ni, P., and Mangalathu, S. 2018. Simplified evaluation of pipe strains crossing a normal fault through the dissipated energy method. Engineering Structures, 167: 393-406.
[JP27] Ni, P., Qin, X., and Yi, Y. 2018. Numerical study of earth pressures on rigid pipes with tire-derived aggregate inclusions. Geosynthetics International, 25(5): 494-506.
[JP28] Ni, P., Qin, X., and Yi, Y. 2018. Use of tire-derived aggregate for seismic mitigation of buried pipelines under strike-slip faults. Soil Dynamics and Earthquake Engineering, 115: 495-506.
[JP29] Ji, X., Ni, P., Barla, M., Zhao, W., and Mei, G. 2018. Earth pressure on shield excavation face for pipe jacking considering arching effect. Tunnelling and Underground Space Technology, 72: 17-27.
[JP30] Saiyar, M., Ni, P., Take, W.A., and Moore, I.D. 2016. Response of pipelines of differing flexural stiffness to normal faulting. Géotechnique, 66(4): 275-286.
B. 隧道工程（Tunnelling）
[JP1] Li, J., Ni, P., and Lu, Z. 2025. Experimental study on joint behaviour of immersed tunnel subjected to differential settlement. Tunnelling and Underground Space Technology, 156: 106261.
[JP2] Chen, Z., Ni, P., Cheng, C., Jia, P., Hu, D., and Wu, M. 2024. Monitoring interaction of shallowly buried, large-section, and long-distance twin box jacking tunnels with small spacing under the Beijing-Hangzhou Grand Canal. Tunnelling and Underground Space Technology, 153: 105973.
[JP3] Sun, W., Fish, J., Leng, Z., and Ni, P. 2023. PD-FEM chemo-thermo-mechanical coupled model for simulation of early-age cracks in cement-based materials. Computer Methods in Applied Mechanics and Engineering, 412: 116078.
[JP4] Cheng, C., Jia, P., Zhao, W., Ni, P., Bai, Q., Wang, Z., and Lu, B. 2021. Experimental and analytical study of shield tunnel face in dense sand strata considering different longitudinal inclination. Tunnelling and Underground Space Technology, 113: 103950.
[JP5] Lin, Z., Guo, C., Ni, P., Cao, D., Huang, L., Guo, Z., and Dong, P. 2020. Experimental and numerical investigations into leakage behaviour of a novel prefabricated utility tunnel. Tunnelling and Underground Space Technology, 104: 103529.
[JP6] Wang, S., Ni, P., and Guo, M. 2013. Spatial characterization of joint planes and stability analysis of tunnel blocks. Tunnelling and Underground Space Technology, 38: 357-367.
C. 土压力计算理论（Earth pressure calculation）
[JP1] Lin, P., Tang, L., and Ni, P. 2019. Field evaluation of subgrade soils under dynamic loads using orthogonal earth pressure transducers. Soil Dynamics and Earthquake Engineering, 121: 12-24.
[JP2] Ni, P., Song, L., Mei, G., and Zhao, Y. 2018. On predicting displacement-dependent earth pressure for laterally loaded piles. Soils and Foundations, 58(1): 85-96.
[JP3] Ni, P., Mangalathu, S., Song, L., Mei, G., and Zhao, Y. 2018. Displacement-dependent lateral earth pressure models. Journal of Engineering Mechanics, 144(6): 04018032.
[JP4] Ni, P., Mei, G., and Zhao, Y. 2017. Displacement-dependent earth pressures on rigid retaining walls with compressible geofoam inclusions: physical modeling and analytical solutions. International Journal of Geomechanics, 17(6): 04016132.
D. 土力学与基础工程（Soil mechanics and foundations）
[JP1] Luo, Y., Ye, C., Ni, P., Zeng, Z., and Liu, Y. 2024. Statistical damage model with strain softening for lime-stabilized rammed earth after elevated temperature. International Journal of Damage Mechanics. doi: 10.1177/10567895241305596.
[JP2] Mu, B., Ling, X., Zheng, W., Mei, G., and Ni, P. 2024. Model test and numerical simulation of open caisson foundation under long-term lateral loading. Ocean Engineering, 312: 119276.
[JP3] Zhu, X., Chen, Z., Guan, Y.F., Ni, P., Liu, Y.G., Li, W.X., Han, X., and Fan, K.F. 2024. Penetration characteristics of suction caisson for offshore wind power: a field study. Canadian Geotechnical Journal. doi: 10.1139/cgj-2023-0265.
[JP4] Luo, Y., Ye, C., Zhong, H., Ni, P., Li, W., and Zeng, Z. 2024. Pullout capacity at the bamboo reinforcement-compacted earth interface. Geosynthetics International. doi: 10.1680/jgein.24.00016.
[JP5] Xu, M., Ni, P., and Mei, G. 2024. Centrifuge modelling of permeable pipe pile in consideration of pile driving process, soil consolidation, and axial loading. Journal of Rock Mechanics and Geotechnical Engineering. doi: 10.1016/j.jrmge.2024.06.002.
[JP6] Zhu, X., Chen, Z., Ni, P., Cai, Z.Y., Huang, Y.H., and Zhang, C. 2024. Cracking in compacted expansive soils under unidirectional wet-dry cycles: insights from X-ray computed tomography. Acta Geotechnica. doi: 10.1007/s11440-024-02394-w.
[JP7] Luo, Y., Xu, J., Huang, Y., Ni, P., and Li, W. 2024. Impact of relative humidity on strength and microscopic pore structure of air lime-stabilized compressed earth. Materials and Structures, 57(6): 135.
[JP8] Wang, R., Dong, H., Li, J., Shen, D., Ni, P., and Zhao, C. 2023. Performance of an asymmetric pit-in-pit excavation supported by diaphragm wall and multi uplift piles system in coastal areas. Canadian Geotechnical Journal. doi: 10.1139/cgj-2023-0319.
[JP9] Xu, M., Zhang, F., Ni, P., and Mei, G. 2023. Load-settlement behaviour of membrane-confined grouted pile: experimental and analytical study. Acta Geotechnica, 18(5): 2777-2793.
[JP10] Zhu, X., Chen, Z., Guan, Y.F., Ni, P., Fan, K.F., Jing, Y.X., and Yang, C.J. 2023. Field test on the mechanism of composite bucket foundation penetrating sandy silt overlying clay. Ocean Engineering, 288: 116102.
[JP11] Sun, W., Bao, S., Zhou, J., and Ni, P. 2023. Concurrent multiscale analysis of anti-seepage structures in embankment dam based on the nonlinear Arlequin method. Engineering Analysis with Boundary Elements, 149: 231-247.
[JP12] Wang, R., Liu, S., Xu, L., Zhao, C., Ni, P., and Zheng, W. 2023. Performance of a 56 m deep circular excavation supported by diaphragm and cut-off double-wall system in shanghai soft ground. Canadian Geotechnical Journal, 60(4): 521-540.
[JP13] Chen, Z., Ni, P., Zhu, X., and Mei, G. 2022. Using boundary transform method to solve geotechnical problems with mixed-type boundary conditions. Journal of Geotechnical and Geoenvironmental Engineering, 148(12): 06022013.
[JP14] Luo, Y., Wu, Y., Ni, P., and Su, J. 2022. Effects of curing and processing on strength of raw earth stabilized with lime and sodium silicate. Materials and Structures, 55(8): 226.
[JP15] Ren, Z., Lu, Q., Liu, K., Ni, P., and Mei, G. 2022. Model-scale tests to examine water pressures acting on potentially buoyant underground structures in clay strata. Journal of Rock Mechanics and Geotechnical Engineering, 14(3): 861-872.
[JP16] Luo, Y., Zhong, H., Bao, F., Guo, Z., and Ni, P. 2022. Insights into natural and carbonation curing of ancient Chinese rammed earth mixed with brown sugar. Construction and Building Materials, 317: 125969.
[JP17] Chen, Z., Xiao, T., Feng, J., Ni, P., Chen, D., Mei, G., and Chen, Y. 2021. Mathematical characterization of pile-soil interface boundary for consolidation analysis of soil around permeable pipe pile. Canadian Geotechnical Journal, 58(9): 1277-1288.
[JP18] Ni, P., Yi, Y., and Liu, S. 2021. Bearing capacity optimization of T-shaped soil-cement column-improved soft ground under soft fill. Soils and Foundations, 61(2): 416-428.
[JP19] Luo, Y., Zhou, P., Ni, P., Peng, X., and Ye, J. 2021. Degradation of rammed earth under soluble salts attack and drying-wetting cycles: The case of Fujian Tulou, China. Applied Clay Science, 212: 106202.
[JP20] Liu, K., Qiu, R., Su, Q., Ni, P., Liu, B., Gao, J., and Wang, T. 2021. Suffusion response of well graded gravels in roadbed of non-ballasted high speed railway. Construction and Building Materials, 284: 122848.
[JP21] Sun, W., Lu, W., Bao, F., and Ni, P. 2021. A PD-FEM coupling approach for modeling thermal fractures in brittle solids. Theoretical and Applied Fracture Mechanics, 116: 103129.
[JP22] Lin, P., Tang, L., and Ni, P. 2020. Generalized plastic mechanics-based constitutive model for estimation of dynamic stresses in unsaturated subgrade soils. International Journal of Geomechanics, 20(7): 04020084.
[JP23] Luo, Y., Yang, M., Ni, P., Peng, X., and Yuan, X. 2020. Degradation of rammed earth under wind-driven rain: The case of Fujian Tulou, China. Construction and Building Materials, 261, 119989.
[JP24] Lin, P., Ni, P., Guo, C., and Mei, G. 2020. Mapping soil nail loads using Federal Highway Administration (FHWA) simplified models and artificial neural network technique. Canadian Geotechnical Journal, 57(10): 1453-1471.
[JP25] Ni, P., Yi, Y., and Liu, S. 2019. Bearing capacity of composite ground with soil-cement columns under earth fills: physical and numerical modeling. Soils and Foundations, 59(6): 2206-2219.
[JP26] Xu, M., Ni, P., Ding, X., and Mei, G. 2019. Physical and numerical modelling of axially loaded bored piles with debris at the pile tip. Computers and Geotechnics, 114: 103146.
[JP27] Ni, P., Mangalathu, S., Mei, G., and Zhao, Y. 2018. Laboratory investigation of pore pressure dissipation in clay around permeable piles. Canadian Geotechnical Journal, 55(9): 1257-1267.
[JP28] Ni, P., Mei, G., Zhao, Y., and Chen, H. 2018. Plane strain evaluation of stress paths for supported excavations under lateral loading and unloading. Soils and Foundations, 58(1): 146-159.
[JP29] Xu, M., Ni, P., Mei, G., and Zhao, Y. 2018. Load-settlement behaviour of bored piles with loose sediments at the pile tip: experimental, numerical and analytical study. Computers and Geotechnics, 102: 92-101.
[JP30] Liu, K., Su, Q., Ni, P., Zhou, C., Zhao, W., and Yue, F. 2018. Evaluation on the dynamic performance of bridge approach backfilled with fibre reinforced lightweight concrete under high-speed train loading. Computers and Geotechnics, 104: 42-53.
[JP31] Ni, P., Song, L., Mei, G., and Zhao, Y. 2018. Predicting excavation-induced settlement for embedded footing: case study. International Journal of Geomechanics, 18(4): 05018001.
[JP32] Ni, P., Mangalathu, S., Mei, G., and Zhao, Y. 2017. Permeable piles: An alternative to improve the performance of driven piles. Computers and Geotechnics, 84: 78-87.
[JP33] Ni, P., Mangalathu, S., Mei, G., and Zhao, Y. 2017. Compressive and flexural behaviour of reinforced concrete permeable piles. Engineering Structures, 147: 316-327.
[JP34] Ni, P., Song, L., Mei, G., and Zhao, Y. 2017. Generalized nonlinear softening load-transfer model for axially loaded piles. International Journal of Geomechanics, 17(8): 04017019.
E. 固结理论（Consolidation theory）
[JP1] Chen, Z., Ni, P., Zhu, X., Chen, D., and Mei, G. 2022. Consolidation of unsaturated soil by vertical drain considering smear and well resistance. Geosynthetics International, 29(3): 270-281.
[JP2] Mei, G., Feng, J., Xu, M., and Ni, P. 2022. Estimation of interface parameter for one-dimensional consolidation with continuous drainage boundary conditions. International Journal of Geomechanics, 22(3): 04021292.
[JP3] Feng, J., Ni, P., Chen, Z., Mei, G., and Xu, M. 2020. Positioning design of horizontal drain in sandwiched clay-drain systems for land reclamation. Computers and Geotechnics, 127: 103777.
[JP4] Ni, P., Xu, K., Mei, G., and Zhao, Y. 2019. Effect of vacuum removal on consolidation settlement under a combined vacuum and surcharge preloading. Geotextiles and Geomembranes, 47(1): 12-22.
[JP5] Feng, J., Ni, P., and Mei, G. 2019. One-dimensional self-weight consolidation with continuous drainage boundary conditions: solution and application to clay-drain reclamation. International Journal for Numerical and Analytical Methods in Geomechanics, 43(8): 1634-1652.
F. 边坡稳定性分析（Slope stability analysis）
[JP1] Yang, J., Zhang, H., and Ni, P. 2024. DEM analysis of stress state, fabric anisotropies and failure behavior in multi-layer stacked soilbags under geotextile-soil interlocking reinforcement. Construction and Building Materials, 452: 138958.
[JP2] Xie, C., Ni, P., Xu, M., Mei, G., and Zhao, Y. 2020. Combined measure of geometry optimization and vegetation for expansive soil slopes. Computers and Geotechnics, 123: 103588.
[JP3] Pei, P., Zhao, Y., Ni, P., and Mei, G. 2020. A protective measure for expansive soil slopes based on moisture content control. Engineering Geology, 269: 105527.
[JP4] Ni, P., Mei, G., and Zhao, Y. 2018. Influence of raised groundwater level on the stability of unsaturated soil slopes. International Journal of Geomechanics, 18(12): 04018168.
[JP5] Ni, P., Wang, S., Zhang, S., and Mei, L. 2016. Response of heterogeneous slopes to increased surcharge load. Computers and Geotechnics, 78: 99-109.
专/译著
倪芃芃、杨昊、廖秋林、陈子豪，盾构隧道磨削群桩施工技术，中国建筑工业出版社，25万字，2024年。
倪芃芃 等，室内土工试验手册，第3卷：有效应力试验（第三版），中国建筑工业出版社，56.8万字，2023年。
发明专利
模拟多方向地层运动下管土相互作用的试验装置及方法，ZL202110154313.2
一种接头管道对接装置，ZL202410193268.5
一种管道快速检测装置，ZL202210948020.6
一种基于Timoshenko梁模型的管道受滑坡影响计算方法，ZL202211405489.1
一种管道形变监测方法及装置，ZL202211018110.1
一种沉管隧道最终管节防水结构及其使用方法，ZL202211231339.3
一种沉管隧道最终接头及其施工方法，ZL202210935991.7
一种混凝土输送冷却装置及方法，ZL202211246191.0
获奖及荣誉
2024年，入选斯坦福大学“2024年度全球前2%顶尖科学家榜单”
2023年，中国公路学会科学技术二等奖（R3），水下大断面矩形顶管长距离施工关键技术研究
2023年，入选斯坦福大学“2023年度全球前2%顶尖科学家榜单”
2023年，中国建筑工业出版社优秀图书一等奖（R1），室内土工试验手册，第3卷：有效应力试验（第三版）
2023年，Tunnelling and Underground Space Technology最佳论文奖，论文题目：Liu, J., Xie, Q., Ye, M., Ni, P., and Qin, X. 2023. Response of UPVC pipes buried in sand under lateral ground movement. Tunnelling and Underground Space Technology, 138: 105177.
2021年，湖北省科技进步二等奖（R10），城市地下排水管网隐患智能探测与非开挖修复成套技术及应用
2019年，英国土木工程师学会（Institution of Civil Engineers - ICE），结构-土振动领域最佳论文奖（Tso Kung Hsieh Award），论文题目：Ni, P., Moore, I.D., and Take, W.A. 2018. Distributed fibre optic sensing of strains on buried full-scale PVC pipelines crossing a normal fault. Géotechnique, 68(1): 1-17.
2012年-2015年，加拿大自然科学与工程研究理事会，NSERC CREATE: STEWARD student scholarship
2010年-2012年，欧盟Erasmus Mundus项目，Category A scholarship
科研项目
考虑位移的柔性管道土压力计算理论及管土相互作用研究，国家自然科学基金面上项目，2021.01-2024.12，主持。
深厚冲淤积层沉管隧道纵向变形机理与计算方法研究，广东省自然科学基金面上项目，2023.01-2025.12，主持。
南沙深厚软流塑淤泥质地层沉管隧道关键技术研究，中铁隧道局集团有限公司，2024.09-2026.12，主持。
大藤峡水利枢纽灌区工程建设关键技术研究，中铁十局集团有限公司城市轨道交通工程分公司，2024.06-2025.05，主持。
山岭重丘区高速公路改扩建工程建设关键技术研究，广东省路桥建设发展有限公司路达分公司，2023.09-2025.09，主持。
水-热-力多场耦合作用下膨胀土岸坡劣化灾变机理，河湖健康智慧感知与生态修复教育部重点实验室开放课题重点项目，2023.10-2025.09，主持。
高速铁路膨胀土路基水-热-力耦合劣化机理及防治技术，高速铁路线路工程教育部重点实验室开放基金，2023.02-2024.12，主持。
富水潮汐复杂地层超宽、超深基坑施工关键技术研究，中铁四局集团有限公司第五工程分公司，2022.01-2023.12，主持。
大直径桩墙咬合复合支护结构施工工艺技术研究，上海远方基础工程有限公司，2021.11-2023.12，主持。
小截面钢壳混凝土沉管隧道最终接头型式研究，广州市市政工程设计研究总院有限公司，2021.09-2022.12，主持。
工厂预制整体式长大沉管管节运载下水关键技术研究，广州市市政工程设计研究总院有限公司，2021.08-2023.08，主持。
滨海滩涂区综合交通改造工程下沉隧道施工关键技术研究，中铁四局集团有限公司第五工程分公司，2021.06-2023.12，主持。
广东省水库大坝安全风险识别及评估方法，广东省安全生产科学技术研究院，2020.09-2021.12，主持。
分布式排水边界下真空-堆载联合预压加固软土地基固结理论研究，广西防灾减灾与工程安全重点实验室开放基金，2020.07-2022.06，主持。
地下工程结构减压抗浮技术研究，广西大学，2020.01-2022.12，主持。
高速铁路大断面隧道穿越地埋管线的工程灾害机理研究，高速铁路线路工程教育部重点实验室开放基金，2018.01-2020.12，主持。
学术兼职
国际土力学与岩土工程学会，TC 207: Soil-structure interaction（土-结构相互作用）技术委员会，委员。
中国土木工程学会隧道及地下工程分会，理事。
中国岩石力学与工程学会地下空间分会，理事。
中国地震学会基础设施工程防震减灾专业委员会，委员。
中国工程建设标准化协会管道结构专业委员会，委员。
中国土工合成材料工程协会国际合作工作委员会，委员。
中国土木工程学会土力学及岩土工程分会青年工作委员会，副主任委员。
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，副主任委员。
国际期刊副主编（Associate Editor）：
Geotechnical and Geological Engineering (2023-), International Journal of Geotechnical Engineering (2020-)
国际期刊编委（Editorial Board）：
Geotextiles and Geomembranes (2022-), Geotechnical and Geological Engineering (2023)
