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个人信息Personal Information
性别：男
毕业院校：山东大学
学历：博士研究生毕业
学位：博士生
所在单位：土建与水利学院
入职时间：2019-07
扫描关注
- [1] 王旌. Study on the mechanical behavior of a foundation pit retaining structure adjacent to the pile foundation of a subway station. Environmental Earth Sciences, 2021.
- [2] 许振浩. Numerical investigation of flow control technology for grouting and blocking of flowing water in karst conduits. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 45, 1712, 2021.
- [3] 许振浩. Sensitivity Analysis and Prediction Method for Water Inflow of Underground Oil Storage Caverns in Fractured Porous Media. International Journal of Geomechanics, 21, 2021.
- [4] 王旌. Study on slope stability due to the influence of excavation of the high-speed rail tunnel. Geomatics Natural Hazards & Risk, 10, 2019.
- [5] 王旌. Analysis method of water inrush for tunnels with damaged water-resisting rock mass based on finite element method-smooth particle hydrodynamics coupling. Computers and Geotechnics, 126, 2020.
- [6] 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.
- [7] 李术才. Numerical simulation of dynamic water grouting using quick-setting slurry in rock fracture:the Sequential Diffusion and Solidification (SDS) method. Computers and Geotechnics, 2020.
- [8] 王旌. Study on the Instability Mechanisms and Monitoring Control of Stratified Rock Slope with Water-Rich Strata. Geotechnical and Geological Engineering, 36, 2018.
- [9] 王旌. A novel method of dynamic monitoring and parameter estimation for rock-fall based on multichannel SAR. Geomatics Natural Hazards & Risk, 2020.
- [10] 许振浩. Hard-rock TBM jamming subject to adverse geological conditions: Influencing factor, hazard mode and a case study of Gaoligongshan Tunnel. Tunnelling and Underground Space Technology, 2020.
- [11] 刘征宇. A parameter calibration method for PFC simulation: Development and a case study of limestone. Geomechanics and Engineering, 2020.
- [12] 许振浩. Buffering Effect of Overlying Sand Layer Technology for Dealing with Rockfall Disaster in Tunnels and a Case Study. International Journal of Geomechanics, 2020.
- [13] 许振浩. Mathematical modeling of cumulative erosion ratio for suffusion in soils. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 2020.
- [14] 许振浩. Buffering Effect of Overlying Sand Layer Technology for Dealing with Rockfall Disaster in Tunnels and a Case Study. International Journal of Geomechanics, 20, 2020.
- [15] 许振浩. A parameter calibration method for PFC simulation: Development and a case study of limestone. Geomechanics and Engineering, 22, 97, 2020.
- [16] Yu, Kunpeng. Optimization of combined support in soft-rock roadway. Tunnelling and underground space technology, 103, 2020.
- [17] Lin Peng , Li Shucai , Xu Zhenhao* , Wang Jing and Huang Xin. Water Inflow Prediction during Heavy Rain While Tunneling through Karst Fissured Zones. International Journal of Geomechanics, 19, 2019.
- [18] Lin Peng , Li Shucai , Xu Zhenhao* , Li Liping , Huang Xin , He Shujiang , Chen Zhongwei and Wang Jing. A spiral variable section capillary model for piping hydraulic gradient of soils causing water/mud inrush in tunnels. Geomechanics and Engineering, 13, 2017.
- [19] Lin Peng , Li Shucai , Xu Zhenhao* , Huang Xin , Pan Dongdong , Wang Xintong and Wang Jing. Location determining method of critical sliding surface of fillings in a karst cave of tunnel. Geomechanics and Engineering, 16, 2018.
- [20] Li Shucai* , Lin Peng , Xu Zhenhao , Li Liping , He Shujiang , Zhao Shaolong and Huang Xin. Innovative Method for the Integral Sliding Stability Analysis of Filling Media in Karst Caves and Its Applications in Engineering. International Journal of Geomechanics, 17, 2017.