liliping 山东大学主页平台管理系统--Home

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李利平

Professor

Name (Simplified Chinese):李利平

Name (Pinyin):liliping

Date of Employment:2009-07-16

School/Department:齐鲁交通学院

Gender:Male

Status:Employed

Whether on the job:1

Academic Honor:

Honors and Titles:

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

[121] liubin , lishucai , shishaoshuai , liliping , Zhou Zongqing and 刘斌. Numerical Investigation to Influence of Perforation Angle on Hydraulic Fracturing Process. Geotechnical and Geological Engineering, 25, 1125, 2019.
[122] wangjing , liliping , shishaoshuai and 王旌. Fine Exploration and Control of Subway Crossing Karst Area. Applied Sciences-Basel, 9, 2019.
[123] wangjing , zhangbo , wangshugang , lihaiyan , liliping , linchunjin , xuzhenhao and 王旌. A Targeted Grouting and Water Blocking Method Based on Hydrological Tracer Testing and Its Engineeri. water, 2019.
[124] liuhongliang , liliping and 胡杰. Stability Analysis of Dangerous Rockmass Considering Rainfall and Seismic Activity with a Case Study. Polish Journal of Environmental Studies, 28, 631, 2019.
[125] wangjing , lishucai , liliping , songshuguang , Lin Peng and 王旌. Simulated of flow in a three-dimensional porous structure by using the IB-SEM system. Geomechanics and Engineering, 18, 651, 2019.
[126] chengshuai , Zhou Zongqing and liliping. Peridynamics simulation of surrounding rock damage characteristics during tunnel excavation. Tunnelling and Underground Space Technology, 2020.
[127] chengshuai and liliping. 隧道突涌水防突结构微震响应初至拾取方法研究. 中国铁路, 2019.
[128] chengshuai , liliping and Zhou Zongqing. 干燥与饱水灰岩单轴压缩过程中声发射特征的影响研究. 长江科学院院报, 2019.
[129] wangjing , lishucai , liliping , Lin Peng , xuzhenhao and 王旌. Attribute recognition model for risk assessment of water inrush. Bulletin of Engineering Geology and the Environment, 78, 1057, 2019.
[130] chengshuai , lishucai , liliping , shishaoshuai and Zhou Zongqing. Calculation Method for Flexural Strength of Fiber Reinforced Concrete Based on Experimental Data Ana. Environmental Earth Sciences, 24, 301, 2019.
[131] chengshuai , lishucai , liliping , shishaoshuai and Zhou Zongqing. Study on Early Warning Method for Water Inrush in Tunnel Based on Fine Risk Evaluation and Hierarchi. geosciences, 9, 39220, 2019.
[132] lishucai , chengshuai , liliping and shishaoshuai. Identification and Location Method of Microseismic Event Based on Improved STA/LTA Algorithm and Fou. INTERNATIONAL JOURNAL OF GEOMECHANICS, 19, 2019.
[133] lishucai , Zhou Zongqing , liliping , zhangqianqing and xuzhenhao. Comprehensive geophysical prospection and treatment measures of karst caves in deep buried tunnel. Journal of Applied Geophysics, 2015.
[134] wangjing , Zhou Zongqing , yangweimin , linchunjin , liliping , 高成路 Model test and numerical simulation research of water leakage in operating tunnels passing through i. Tunneling and Underground Space Technology, 2019.
[135] shishaoshuai , lishucai , liliping , Zhou Zongqing and liuhongliang. Intelligent prediction of surrounding rock deformation of shallow buried highway tunnel and its engi. Tunnelling and Underground Space Technology, 2019.
[136] linchunjin , Zhou Zongqing , liliping and shishaoshuai. A new quantitative method for risk assessment of water inrush in karst tunnels based on variable wei. Tunnelling and Underground Space Technology, 2020.
[137] lishucai , Zhou Zongqing , liliping , Lin Peng , xuzhenhao and shishaoshuai. A new quantitative method for risk assessment of geological disasters in underground engineering: At. Tunnelling and Underground Space Technology, 2016.
[138] liliping , Zhou Zongqing , lishucai , Xue Yiguo , xuzhenhao , shishaoshuai An attribute synthetic evaluation system for risk assessment of floor water inrush in coal mines. Mine Water and the Environment, 2015.
[139] lishucai , zhangqingsong , liliping , zhangxiao , zhangqianqing and liucong. 流-固耦合模型试验用的新型相似材料研制及应用. 岩土力学, 2016.
[140] xuzhenhao , liliping , lishucai , Xue Yiguo and shishaoshuai. Dynamic risk assessment of water inrush in tunnelling and software development. Geomechanics and Engineering, 2015.

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