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许振浩
-
教授
博士生导师
硕士生导师
- 主要任职：齐鲁交通学院 副院长，城市地下空间工程系 主任
- 其他任职：1. 国际地下空间联合研究中心青年工作委员会（亚洲区）ACUUS YG (Asia) 主席，2. 世界青年地球科学家联盟（YES联盟）中国执委会 副主席，3. 中国地质学会青委会 副主任，4. 中国岩石力学与工程学会人工智能技术实用化专委会 副主任，5. 《Tunnelling and Underground Space Technology》副主编，6.《Intelligent Geoengineering》副主编，7. 《应用基础与工程科学学报》青年编委会主任
- 性别：男
- 毕业院校：山东大学（西澳大学联合培养）
- 学历：研究生(博士后)
- 学位：工学博士学位
- 在职信息：在职
- 所在单位：齐鲁交通学院
- 入职时间： 2013-08-19
- 办公地点：山东省济南市历下区经十路17923号山东大学千佛山校区
- 电子邮箱：zhenhao_xu@sdu.edu.cn
访问量：
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[41]
李术才.
Mechanics criterion of water inrush from the coal floor under influence of fault and its engineering.
INTERNATIONAL JOURNAL OF GEOMECHANICS,
19,
2019.
-
[42]
许振浩.
Hard-rock TBM jamming subject to adverse geological conditions: Influencing factor, hazard mode and .
Tunnelling and underground space technology,
108,
2021.
-
[43]
许振浩.
Hydro-mechanical Coupling Response Behaviors in Tunnel Subjected to a Water-Filled Karst Cave.
Rock Mechanics and Rock Engineering,
54,
3737,
2021.
-
[44]
许振浩.
Mathematical modelling of cumulative erosion ratio for summon in soils.
Proceedings of the Institution of Civil Engineers-Geotechnical Engineering,
174,
241,
2021.
-
[45]
张波.
Influence of Two Cross-Flaws Geometry on the Strength and Crack Coalescence of Rock-Like Material Sp.
International Journal of Geomechanics,
20,
2020.
-
[46]
李海燕.
Grouting sealing method of flow-control speed-down in karst pipelines and its engineering applicatio.
Tunnelling and underground space technology,
108,
2021.
-
[47]
许振浩.
Sensitivity Analysis and Prediction Method for Water Inflow of Underground Oil Storage Caverns in Fr.
International Journal of Geomechanics,
21,
2021.
-
[48]
张波.
The influence of two cross-flaws geometry on the strength and crack coalescence of rock-like materia.
International Journal of Geomechanics,
2020.
-
[49]
李利平.
基于岩溶突涌水风险评价的隧道施工许可机制及其应用研究.
岩石力学与工程学报,
30,
1345,
2011.
-
[50]
聂利超.
A Weighting Function-Based Method for Resistivity Inversion in Subsurface Investigations.
Journal of Environmental and Engineering Geophysics,
2020.
-
[51]
李术才.
Numerical simulation of dynamic water grouting using quick-setting slurry in rock fracture:the Seque.
Computers and Geotechnics,
2020.
-
[52]
高斌.
Effect of density, trace Length, aperture, and direction angle on permeability performance of fractu.
International Journal of Geomechanics,
2020.
-
[53]
许振浩.
A new slice-based method for calculating the minimum safe thickness for a filled-type karst cave.
Bulletin of Engineering Geology and the Environment,
2020.
-
[54]
许振浩.
Hard-rock TBM jamming subject to adverse geological conditions: Influencing factor, hazard mode and .
Tunnelling and Underground Space Technology,
2020.
-
[55]
刘征宇.
A parameter calibration method for PFC simulation: Development and a case study of limestone.
Geomechanics and Engineering,
2020.
-
[56]
许振浩.
Buffering Effect of Overlying Sand Layer Technology for Dealing with Rockfall Disaster in Tunnels an.
International Journal of Geomechanics,
2020.
-
[57]
许振浩.
Mathematical modeling of cumulative erosion ratio for suffusion in soils.
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering,
2020.
-
[58]
李海燕.
Grouting sealing method of flow-control speed-down in karst pipelines and its engineering applicati.
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,
2021.
-
[59]
张乐文.
Grouting sealing method of flow-control speed-down in karst pipelines and its engineering applicatio.
tunnelling and underground space technology,
2021.
-
[60]
许振浩.
Buffering Effect of Overlying Sand Layer Technology for Dealing with Rockfall Disaster in Tunnels an.
International Journal of Geomechanics,
20,
2020.
