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个人简介

教育经历 联合培养博士,美国西北大学土木与环境工程系,埃文斯顿,美国,2009-2011 博士,岩土工程,同济大学,上海,2008-2012 硕士,岩土工程,同济大学,上海(提前攻博),2006-2008 学士,土木工程,同济大学,上海,2002-2006 科研奖励 2022年,华夏建设科学技术奖一等奖 2022年,第三届中国城市轨道交通科技创新创业大赛,创新奖 2022年,福建省科技进步奖三等奖 2021年,同济大学育才教育奖励金. 2020年,同济大学基准方中奖教金 2020年,同济大学教学成果奖二等奖 2019年,上海市启明星人才 2019年,电力建设科学技术进步奖二等奖 2018年,同济大学教学成果奖二等奖 2017年,上海市科技进步奖二等奖 2015年,第一届全国大学生岩土工程竞赛三等奖 2015年,电力建设科学技术进步奖一等奖 2013年,上海市科技进步奖一等奖 2016年,神华集团第五届科技进步奖三等奖, 2014年,上海市研究生优秀成果奖 2014年,中国建筑学会地基基础分会2014年学术会议优秀论文奖 2012年,同济大学优博

研究领域

本课题组的研究包括:岩土力学、岩土工程、岩土智能建造,重点针对桩深基础工程、地下工程的智能建造方面的研究,例如桥梁基础、风电基础,基坑及隧道开挖智能控制等相关的一系列研究

近期论文

查看导师最新文章 (温馨提示:请注意重名现象,建议点开原文通过作者单位确认)

Zhang, X; Hu, ZP; ; Tian, W ; Zhang, YG; Huang, P. Nonlinear investigation of laterally loaded piles in layered sand with a modified conical strain wedge model. Ocean Engineering , 2023, 272. Huang, Y. H., Mu L L, Wang P P. Three-dimensional finite element analysis for uplifting independent helix plate anchor in uniform clay. Ocean Engineering , 2023, 285(2): 115455. Zhiguo Zhang, Wei Wo, Linlong Mu, Jie Chen, Zhengguo Zhu, Yutao Pan, Mathematical modelling for shield tunneling induced displacement effects on in-service tunnel: theoretical solution including shearing deformation of segment and stiffness reduction of circumferential joints, Applied Mathematical Modelling, 2023 118,322-345. Mu L, Zhang P, Shi Z, Huang M. Coupled CFD–DEM Investigation of Erosion Accompanied by Clogging Mechanism under Different Hydraulic Gradients, Computers and Geotechnics, 2023,153,105058. Mu L, Zhang P, Shi Z, Zhu M, Gu Z. Predicting longitudinal tunnel deformation due to deep excavation-induced ground movement. Tunnelling and Underground Space Technology, 2023,131,104793. Hussaine, S.M.; Mu, L. Intelligent Prediction of Maximum Ground Settlement Induced by EPB Shield Tunneling Using Automated Machine Learning Techniques. Mathematics,2022, 10, 4637. Mu L, Huang M, Roodi G H, Shi Z. Allowable wall deflection of braced excavation adjacent to pile-supported buildings. Geomechanics and Engineering, 2021, 26(2), 161-173. Mu L, Chen W, Zhang Y, Chen X, Li W. A Framework of Analytical Methods for Horizontal Behaviours of Monopiles under V-H-M Loads in Sand, Marine Georesources & Geotechnology, 2022, 40 (3) , 349-360. Qian J, Xu W, Mu L, Wu A. Calibration of soil parameters based on intelligent algorithm using efficient sampling method. Underground Space 2021, 6(3):329-341. Qian J, Mu L, Zhang Y, Zhang Y. Behavior of a structured piled beam–slab foundation for a wind turbine under multidirectional loads in sand. International Journal of Geomechanics, 2020, 21(3): 04020267-1-13. Mu L, Zhang Y. Cracking elements method with 6-node triangular element. Finite Elements in Analysis and Design 2020,177:103421-13. Qian J, Tong Y, Mu L, Lu Q, Zhao H. A displacement controlled method for evaluating ground settlement induced by excavation in clay. Geomechanics and Engineering 2020, 20(4): 275-285. Mu L, Chen W, Huang M S, Lu Q. Hybrid Method for Predicting the Response of a Pile-Raft Foundation to Adjacent Braced Excavation. International Journal of Geomechanics, ASCE, 2020, 20(4): 04020026. Zeng P, Mu L, Zhang Y. Models for liquid relative permeability of cementitious porous media at elevated temperature: comparisons and discussions. Mathematical Biosciences and Engineering, 2019, 16(5):4007-4035 Lü, X. Ma, Q., Mu, L., and Fang, H. Model Test of the Long-Term Behavior of a Pile-Net Structure Subgrade for High-Speed Railways. Journal of Testing and Evaluation, 2018, 46(6):2311-2318. Mu L, Kang X, Feng K, et al. Influence of vertical loads on lateral behaviour of monopiles in sand[J]. European Journal of Environmental & Civil Engineering, 2017:1-16. Mu L, Chen Q, Huang M, Basack S. Hybrid Approach for Rigid Piled-Raft Foundations Subjected to Coupled Loads in Layered Soils, International Journal of Geomechanics, ASCE, 2017, 17(5): 04016122-1-15. Mu L, Huang M. Small strain based method for predicting three-dimensional soil displacements induced by braced excavation. Tunnelling and Underground Space Technology, 2016,52:12-22. Mu L, Finno R J, Huang M, Kim T, Kern K. Defining the soil parameters for computing deformations caused by braced excavation. Maejo Int. J. Sci. Technol. 2015, 9(02): 165-180. Mu L, Huang M, Lian K. Analysis of pile-raft foundations under complex loads in layered soils. International Journal for Numerical and Analytical Methods in Geomechanics, 2014, 38(3):256-280. Huang M, Mu L. Vertical response of pile-raft foundations subjected to tunnelling-induced ground movements in layered soil. International Journal for Numerical and Analytical Methods in Geomechanics, 2012,36(8):977-1001. Mu L, Huang M, Finno R J. Tunnelling effects on lateral behavior of pile rafts in layered soil. Tunnelling and Underground Space Technology, 2012, 28:192-201. 木林隆,黄茂松,吴世明. 基于反分析法的基坑开挖引起的土体位移分析. 岩土工程学报, 2012, 34:60-64. 木林隆,黄茂松. 基坑开挖引起的周边土体三维位移场的简化分析. 岩土工程学报, 2013, 35(5):820-827. 李婉,木林隆,连柯南. 考虑基础刚度影响的风机梁板式桩筏基础模型试验研究. 岩土力学, 2014,35(10): 2875-2880. 张延军,木林隆,钱建固,黄茂松. 梁板式桩筏基础现场测试分析, 岩土力学, 2014,35(11):3253-3259. 木林隆, 黄茂松. 基于小应变特性的基坑开挖对邻近桩基影响分析方法. 岩土工程学报,2014,36(s2):304-310. 木林隆,连柯楠,黄茂松,李大均. 风机梁板式桩筏基础承载特性大型模型试验研究. 岩土力学,2015,36(7):1877-1882. 木林隆; 康兴宇; 李婉. 砂土地基中V-H-M组合荷载下单桩分析方法研究[J]. 岩土工程学报,2017,s2:153-156 木林隆,王乐,黄茂松,何彦承,康景文. 承压水越流对地下结构浮力影响试验研究. 岩土工程学报, 2019 Vol. 41 (4): 769-774. 木林隆,王乐,李杰,康景文,杜超. 地下结构对地下水渗流场水位改变的数值分析. 土木工程学报,2019, 52(s1):78-84. 木林隆,林剑鸿,康兴宇. 道路基坑开挖对下穿地铁隧道影响分析,建筑科学,2019,35(s1):158-163.3 木林隆,朱孟玺,黄茂松,康景文,纪智超, 余行. 基于临近桩基保护要求的基坑变形控制指标研究. 岩土工程学报,2021, 43(3):1-6. 木林隆, 林剑鸿, 康兴宇,等. 基于过程响应的基坑开挖诱发临近隧道变形智能预测[J]. 建筑科学, 2020,36(S01):227-232.

学术兼职

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 中国建筑学会建筑施工分会基坑工程技术委员会委员 国际土力学和岩土工程协会会员(ISSMGE) 全国土力学及岩土工程分会会员(CISMGE) 上海市土木工程协会会员(SSCE)

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