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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

[101] 巴兴之. Development Status of Digital Detection Technology for Unfavorable Geological Structures in Deep Tun. Ksce Journal of Civil Engineering, 24, 1318, 2020.
[102] 王升. Risk assessment of water inrush in tunnels based on attribute interval recognition theory. Journal of Central South University, 27, 517, 2020.
[103] 高成路. Peridynamics simulation of surrounding rock damage characteristics during tunnel excavation. Tunnelling and underground space technology, 97, 2020.
[104] 薛翊国. A two-step comprehensive evaluation model for rockburst prediction based on multiple empirical crite. ENGINEERING GEOLOGY, 268, 2020.
[105] 张益杰. Basic properties and mechanism of high activity phosphate-based slurry for dynamic water blocking-A . CONSTRUCTION AND BUILDING MATERIALS, 275, 2021.
[106] 高成路. Peridynamics Simulation of Water Inrush Channels Evolution Process Due to Rock Mass Progressive Fail. International Journal of Geomechanics, 21, 2021.
[107] 高成路. Strength reduction model for jointed rock masses and peridynamics simulation of uniaxial compression. GEOMECHANICS AND GEOPHYSICS FOR GEO-ENERGY AND GEO-RESOURCES, 7, 2021.
[108] 孙尚渠. Stability Analysis of Irregular Cavities in Tunnel Using Geomagic-COMSOL Coupling Method. ADVANCES IN CIVIL ENGINEERING, 2021, 2021.
[109] 陈彦好. Applicability Analysis of Microseismic Technology in Tunnel Water Inrush Monitoring. Ksce Journal of Civil Engineering, 2021.
[110] 王升. Study on an improved real-time monitoring and fusion prewarning method for water inrush in tunnels. Tunnelling and underground space technology, 112, 2021.
[111] 陈雨雪. Asymmetric deformation characteristics and support scheme design of the surrounding rock in deep roa. Arabian Journal of Geosciences, 14, 2021.
[112] 周申. Stress-Release Law and Deformation Characteristics of Large-Span Tunnel Excavated with Semi Central . Ksce Journal of Civil Engineering, 25, 2275, 2021.
[113] 李利平. Development of a Novel Triaxial Rock Testing Method Based on Biaxial Test Apparatus and Its Applicat. Rock Mechanics and Rock Engineering, 54, 1597, 2021.
[114] 邬忠虎. Study on the Damage Evolution Process and Fractal of Quartz-Filled Shale under Thermal-Mechanical Co. GEOFLUIDS, 2021, 2021.
[115] 李利平. Large-scale geo-mechanical model tests for stability assessment of super-large cross-section tunnel. Tunnelling and underground space technology, 109, 2021.
[116] Cui, Hengtao. Numerical Test Study of the Microscale Failure Modes and Fractal Analysis of Lower Cambrian Shale Ba. ADVANCES IN CIVIL ENGINEERING, 2020, 2020.
[117] 范宏运. Advanced Stability Analysis of the Tunnels in Jointed Rock Mass Based on TSP and DEM. Ksce Journal of Civil Engineering, 25, 1491, 2021.
[118] 杨为民. Research on the relationship between macroscopic and mesoscopic mechanical parameters of limestone b. GEOMECHANICS AND GEOPHYSICS FOR GEO-ENERGY AND GEO-RESOURCES, 6, 2020.
[119] 张益杰. A preliminary study of the properties of potassium phosphate magnesium cement-based grouts admixed w. CONSTRUCTION AND BUILDING MATERIALS, 262, 2020.
[120] 李利平. Comprehensive Influence Analysis of Multiple Parameters on the Safety Thickness against Water Inrush. International Journal of Geomechanics, 20, 2020.

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