深圳大学主页平台管理系统林星涛--中文主页--科研工作

林星涛

个人信息

Personal information

学位：博士
职称：助理教授
职务：深圳大学未来地下城市研究院院长助理；未来地下城市研究院现代隧道工程研究中心副主任

科研工作

中文主页 - 科研工作

研究方向及兴趣

城市韧性地下空间、盾构掘进土拱效应、土压力计算理论、盾构近接施工控制

纵向项目

[1] 国家自然科学基金面上项目,(52378308),重叠异径盾构协同掘进灾变演化机理及韧性评价方法,在研.主持
[2] 国家重点研发计划子课题,(2022YFC3800902-01),地下结构韧性设计目标与韧性极限状态研究,在研.主持
[3] 国家自然科学基金青年项目,(52208355),渗流条件下深埋盾构掘进三维土拱效应动态演化机理研究,在研.主持
[4] 博士后创新人才支持计划项目,(BX2021196),深埋盾构掘进岩土体-结构群耦联灾变机制及韧性评估,结题.主持
[5] 博士后科学基金面上项目,(2021M702268),水平层状地层浅埋超大直径泥水盾构开挖面“复合破坏”模式研究,结题.主持

期刊论文

[1] 林星涛, 陈湘生, 苏栋等.考虑多次扰动影响的盾构隧道结构韧性评估方法及其应用,岩土工程学报,2022-04-01.
[2] Lin X. T., Chen X. S., Su D., et al.An analytical model to evaluate resilience of shield tunnel lining considering multi-stage disturbances and recoveries,Tunnelling and Underground Space Technology,2022-06-01.
[3] Lin X. T., Chen R. P., Wu H. N., et al.Calculation of earth pressure distribution on the deep circular tunnel considering stress-transfer mechanisms in different zones,Tunnelling and Underground Space Technology,2022-01-01.
[4] Lin X. T., Chen R. P., Wu H. N., et al.A composite function model for predicting the ground reaction curve on a trapdoor,Computers and Geotechnics,2022-01-01.
[5] Lin X. T., Su D., Shen X., et al.Effect of tunneling-induced ground loss on distribution of earth pressure on deep underground structure,Computers and Geotechnics,2022-07-01.
[6] Lin, X. T., Chen, R. P., Wu, H. N., et al.Deformation behaviors of existing tunnels caused by shield tunneling undercrossing with oblique angle,Tunnelling and Underground Space Technology,2019-07-01.
[7] Lin, X. T., Chen, R. P., Wu, H. N., et al.Three-dimensional stress-transfer mechanism and soil arching evolution induced by shield tunneling in sandy ground,Tunnelling and Underground Space Technology,2019-09-01.
[8] Chen, R. P., Lin, X. T., & Wu, H. N..An analytical model to predict the limit support pressure on a deep shield tunnel face,Computers and Geotechnics,2019-11-01.
[9] Chen, R. P., Lin, X. T., Kang, X., et al.Deformation and stress characteristics of existing twin tunnels induced by close–distance EPBS under–crossing,Tunnelling and Underground Space Technology,2018-12-01.
[10] 曹文贵, 林星涛, 张超等.基于非线性动态强度准则的岩石动态变形过程统计损伤模拟方法,岩石力学与工程学报,2017-04-01.