深圳大学主页平台管理系统 hankaihang--英文主页--Scientific Research

韩凯航

Personal information

Highest Degree：Doctoral degree
Professional Title：Assistant Professor
Administrative Position：深圳大学城市地下空间研究中心副主任
Academic Honor:
2023 Pengcheng Peacock Plan specially appointed C-level talents

Scientific Research

英文主页 - Scientific Research

Vertical Project

[1] 国家自然科学基金-面上项目,(52478404),海域软土地层浅埋超大直径盾构隧道开挖面失稳破坏机理与控制对策,In research.
[2] 国家自然科学基金项目-青年科学基金项目,(51908371),高水压断层破碎带地层盾构隧道开挖面失稳破坏机理研究,In research.主持
[3] 广东省自然科学基金-面上项目,高水压砂粘复合地层大直径盾构隧道开挖面渐进失稳破坏机理研究,In research.
[4] 深圳市自然科学基金-面上项目,考虑运营地铁结构健康度的城市敏感区近接施工灾变机理与安全韧性评估理论,In research.
[5] 国家重点研发计划子课题,(2022YFC3800905-01),地下空间结构体系灾链全过程韧性评价体系,In research.主持.
[6] 深圳市自然科学基金,(20220810164959001),复杂荷载作用下微胶囊自修复混凝土细观损伤演化机制研究,In research.主持.
[7] 城市地下工程教育部重点实验室开放基金,(TUL2022-03),施工扰动下既有盾构隧道结构损伤演化规律与韧性评估模型,In research.主持.
[8] 陕西省公路桥梁与隧道重点实验室开放基金,(300102211516),穿越江河复杂地层公路隧道开挖面稳定性分析,In research.主持.
[9] 国家自然科学基金重大项目,(52090084),超大城市深层地下空间韧性评估与韧性提升,In research.核心骨干.
[10] 国家重点研发计划,(2018YFB2100901),城市地下基础设施运行综合监测关键技术研究与示范,Completed.核心骨干.

Horizontal Project

[1] 中冶建筑研究总院（深圳）有限公司,滨海软土地层超大基坑施工全域感知与韧性评估研究,In research.
[2] 中国电建集团成都勘测设计研究院重大课题,(P44720)，超大直径盾构隧道管片设计与近接微扰动控制关键技术研究,In research.主持.
[3] 佛山市交通科技有限公司,佛山地区典型特殊地层水下超大直径盾构隧道建造关键技术研究,In research.核心骨干.

Journal Paper

[1] A resilience assessment framework for existing underground structures under adjacent construction disturbance,Tunn. Undergr. Sp. Technol. Inc. Trenchless Technol. Res.,2023-12-01.
[2] A resilience assessment framework for microencapsulated self-healing cementitious composites based on a micromechanical damage-healing model,International Journal of Damage Mechanics,2024-02-01.
[3] Damage-healing analysis of microencapsulated self-healing concrete subjected to tensile loading using a 2D micromechanical model,International Journal of Damage Mechanics,2023-01-01.
[4] Progressive failure analysis of shallow circular tunnel based on the functional catastrophe theory considering strain softening of surrounding rock mass,Tunnelling and Underground Space Technology,2023-01-01.
[5] An analytical model for face stability of tunnels traversing the fault fracture zone with high hydraulic pressure,Comput. Geotech.,2021-09-01.
[6] Mechanical responses of microencapsulated self-healing cementitious composites under compressive loading based on a micromechanical damage-healing model,Int. J. Damage Mech,2021-07-01.
[7] Mechanical response analysis of self-healing cementitious composites with microcapsules subjected to tensile loading based on a micromechanical damage-healing model,Constr. Build. Mater.,2021-07-01.
[8] Performance investigation of 3D printed clay soil using fiber Bragg grating technology,Acta Geotechnica,2021-06-01.
[9] In-situ test study on compaction control parameters for particular subdivisional railway earthworks,International Journal of Pavement Engineering,2021-02-01.
[10] Stability analysis of tunnel face reinforced with longitudinal fiberglass dowels together with steel pipe umbrella,Symmetry (Basel),2020-12-01.