Lin Peng 山东大学主页平台管理系统--Home

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Lin Peng

Name (Simplified Chinese):Lin Peng

Name (English):Lin Peng

Name (Pinyin):Lin Peng

Date of Employment:2019-07-15

School/Department:土建与水利学院

Education Level:With Certificate of Graduation for Doctorate Study

Gender:Male

Degree:Doctor

Status:Employed

Alma Mater:山东大学

Whether on the job:1

Academic Honor:

Honors and Titles:

Current position: Home >> Scientific Research >> Paper Publications

[1] 王旌. Study on the mechanical behavior of a foundation pit retaining structure adjacent to the pile founda. Environmental Earth Sciences, 2021.
[2] 许振浩. Numerical investigation of flow control technology for grouting and blocking of flowing water in kar. 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 Fr. 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 e. 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 Seque. Computers and Geotechnics, 2020.
[8] 王旌. Study on the Instability Mechanisms and Monitoring Control of Stratified Rock Slope with Water-Rich . Geotechnical and Geological Engineering, 36, 2018.
[9] 王旌. A novel method of dynamic monitoring and parameter estimation for rock-fall based on multichannel SA. Geomatics Natural Hazards & Risk, 2020.
[10] 许振浩. Hard-rock TBM jamming subject to adverse geological conditions: Influencing factor, hazard mode and . 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 an. 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 an. 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 i. 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 It. International Journal of Geomechanics, 17, 2017.

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