木林隆
- 教师拼音名称： mulinlong
- 电子邮箱：
- 学历： 博士研究生毕业
- 学位： 博士学位
- 主要任职： 副所长
- 毕业院校： 同济大学
- 学科：土木水利
土木工程
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- [1]木林隆.Three-dimensional finite element analysis for uplifting independent helix plate anchor in uniform clayTHE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, ENGLAND:Ocean Engineering,2023,285
- [2]木林隆.A coupled CFD-DEM investigation into hydro-mechanical behaviour of gap-graded soil experiencing seepage erosion considering cyclic hydraulic loadingJournal of Hydrology,2023,
- [3]木林隆.Nonlinear investigation of laterally loaded piles in layered sand with a modified conical strain wedge modelOcean Engineering,2023,
- [4]木林隆.Mathematical modelling for shield tunneling induced displacement effects on in-service tunnel: theoretical solution including shearing deformation of segment and stiffness reduction of circumferential jointsSTE 800, 230 PARK AVE, NEW YORK, NY 10169 USA:Applied Mathematical Modelling,2023,118322-345.
- [5]木林隆.Intelligent Prediction of Maximum Ground Settlement Induced by EPB Shield Tunneling Using Automated Machine Learning TechniquesMathematics,2022,(24):4637-4637.
- [6]木林隆,Coupled CFD–DEM Investigation of Erosion Accompanied by Clogging Mechanism under Different Hydraulic GradientsComputers and Geotechnics,2023,
- [7]木林隆.DEM Analysis of Railtrack Ballast Degradation under Monotonic and Cyclic LoadingProcedia Engineering,2016,(C):1285-1292.
- [8]木林隆,Predicting longitudinal tunnel deformation due to deep excavation-induced ground movementTHE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, ENGLAND:Tunnelling and Underground Space Technology,2023,131
- [9]木林隆,Predicting Excavation-Induced Tunnel Response by Process-Based ModellingComplexity,2020,
- [10]木林隆,Influence of vertical loads on lateral behaviour of monopiles in sandEuropean Journal of Environmental & Civil Engineering,2017,1-16.