liliping 山东大学主页平台管理系统--Home

- 中文

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

[61] 成帅. Dynamic Risk Assessment Method of Tunnel Collapse Based on Attribute Interval Assessment Model and A. Polish Journal of Environmental Studies, 2020.
[62] 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.
[63] 王旌. Comprehensive Influence Analysis of Multiple Parameters on the Safety Thickness against Water Inrush. INTERNATIONAL JOURNAL OF GEOMECHANICS, 20, 2020.
[64] 李利平. A method of tunnel critical rock identification and stability analysis based on a laser point cloud. Arabian Journal of Geosciences, 13, 2020.
[65] 成帅. 地下工程安全建设面临的机遇与挑战. 山东科技大学学报（自然科学版）, 2020.
[66] 王旌. Mechanism of water inrush in fractures and block collapse under hydraulic pressure. MATHEMATICS AND COMPUTERS IN SIMULATION, 177, 625, 2020.
[67] 王升. Dynamic Risk Assessment Method of Tunnel Collapse Based on Attribute Interval Assessment Model and A. Polish Journal of Environmental Studies, 29, 3853, 2021.
[68] 孙尚渠. Reconstruction and Measurement of Irregular Karst Caves Using BLST along the Shield Metro Line. APPLIED SCIENCES-BASEL, 10, 2020.
[69] 林春金. A new quantitative method for risk assessment of water inrush in karst tunnels based on variable wei. Tunnelling and underground space technology, 95, 2020.
[70] 李利平. Development of compound EPB shield model test system for studying the water inrushes in karst region. Tunnelling and underground space technology, 101, 2020.
[71] 巴兴之. Near-surface site investigation and imaging of karst cave using comprehensive geophysical and laser . Environmental Earth Sciences, 79, 2020.
[72] 李利平. Experimental study of the precursor information of the water inrush in shield tunnels due to the pro. International Journal of Rock Mechanics and Mining Sciences, 130, 2020.
[73] 刘聪. Physical model tests to determine the mechanism of submarine landslides under the effect of sea wave. NATURAL HAZARDS, 102, 1451, 2020.
[74] 李利平. Dynamic Unloading Instability Mechanism of Underground Cavern Based on Seepage-Damage Coupling. Ksce Journal of Civil Engineering, 24, 1620, 2020.
[75] 杨为民. DEM numerical simulation study on fracture propagation of synchronous fracturing in a double fractur. 6, 2020.
[76] 张益杰. A preliminary investigation of the properties of potassium magnesium phosphate cement-based grouts m. Construction and Building Materials, 237, 2020.
[77] 巴兴之. Development Status of Digital Detection Technology for Unfavorable Geological Structures in Deep Tun. Ksce Journal of Civil Engineering, 24, 1318, 2020.
[78] 王升. Risk assessment of water inrush in tunnels based on attribute interval recognition theory. Journal of Central South University, 27, 517, 2020.
[79] 高成路. Peridynamics simulation of surrounding rock damage characteristics during tunnel excavation. Tunnelling and underground space technology, 97, 2020.
[80] 薛翊国. A two-step comprehensive evaluation model for rockburst prediction based on multiple empirical crite. ENGINEERING GEOLOGY, 268, 2020.

total545 4/28

first previous next last Page