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张乾青
教授 博士生导师 硕士生导师
性别：男
毕业院校：浙江大学
学历：研究生(博士后)
学位：博士生
在职信息：在职
所在单位：土建与水利学院
入职时间： 2012-07-16
所属院系： 土建与水利学院
学科：岩土工程
防灾减灾工程及防护工程
桥梁与隧道工程
办公地点：千佛山校区岩土工程中心
电子邮箱：
aca14287c560ea6efb18f32752931b1bc48cae6fc058d7aa996ad627e77bdcccc343ca574af09827a53f7f094bdf32f56cb5b5aa205c64c9c653d8b4bf88cf284bdcc107259d0576d93ce3a89b3da1bc91e9740ee1e684d3ca6e06e76a834339496186725726ff763815551cf8ec53048a7d116e2744918360987e4558464420
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[21] 崔伟. Discussion of “Comparative study of Y-shaped and circular floating piles in consolidating clay”. Canadian Geotechnical Journal, 54, 2017.
[22] 吕高航. Experimental Study on Embankment Failure Law and Reinforcement Technology for Highway Widening Project over Silt Soils. Journal of Testing and Evaluation, 50, 2022.
[23] 张乾青. Behaviour analysis on the vertically loaded bored pile socketed into weak rocks using slip-line theory arc failure surface. COMPUTERS AND GEOTECHNICS Journal, 128, 2020.
[24] 李晓密. Semianalytical Solution for Long-Term Settlement of a Single Pile Embedded in Fractional Derivative Viscoelastic Soils. International Journal of Geomechanics, 21, 2021.
[25] 李利平. 隧道工程大变形研究现状、问题与对策及新型支护体系应用介绍. 《岩石力学与工程学报》, 35, 2016.
[26] 李利平. Large scale three-dimensional seepage analysis model test and numerical simulation research on undersea tunnel. Applied Ocean Research, 59, 2016.
[27] 李利平. Study on Longitudinal Deformation Profile of Rock Mass in a Subsea Tunnel. Marine Georesources & Geotechnology, 34, 2016.
[28] 李利平. Gaussian Process Model of an Advanced Surrounding Rock Classification Based on Tunnel Seismic Predictions. 4th Geo-China International Conference on Sustainable Civil Infrastructures - Innovative Technologies for Severe Weathers and Climate Changes, 2016.
[29] 李晓密. Long-Term Deformation Analysis for a Vertical Concentrated Force Acting in the Interior of Fractional Derivative Viscoelastic Soils. International Journal of Geomechanics, 20, 2020.
[30] 冯若峰. Experimental Study of the Effect of Excavation on Existing Loaded Piles. Journal of Geotechnical and Geoenvironmental Engineering, 146, 2020.
[31] 张乾青. Experimental study of the effect of excavation on existing loaded piles. Journal of Geotechnical and Geoenvironmental Engineering, 146, 2020.
[32] 张乾青. Behaviour analysis on the vertically loaded bored pile socketed into weak rocks using slip-line theory arc failure surface. Computers and Geotechnics, 128, 2020.
[33] 张乾青. Finite element prediction on the response of non-uniformly arranged pile groups considering progressive failure of pile-soil system. Frontiers of Structural and Civil Engineering, 14, 961, 2020.
[34] 张乾青. Finite element prediction on the response of non-uniformly arranged pile groups considering progressive failure of pile-soil system. Frontiers of Structural and Civil Engineering, 14, 961, 2020.
[35] 李利平 , 石少帅 and 李术才. Coefficient of restitution and kinetic energy loss of rockfall impacts. KSCE JOURNAL OF CIVIL ENGINEERING, 2016.
[36] 贺鹏. Prediction of deformation response in surrounding rock of tunnels and permit mechanism of dynamic change based on data mining. Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 42, 2940, 2017.
[37] 李晓密. Long-term deformation analysis for a vertical concentrated force acting in the interior of fractional derivative viscoelastic soils. INTERNATIONAL JOURNAL OF GEOMECHANICS, 20, 2020.
[38] 刘克奇. Discussion: Stability analysis of earth pressure balance shield tunnel face considering soil arching. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 172, 390, 2019.
[39] 张乾青. Simplified approach for prediction of nonlinear response of bored pile embedded in sand. Soils and Foundations, 59, 1562, 2019.
[40] 张乾青 , 许振浩 and 许振浩. Evaluation of Ultimate Pullout Capacity of Anchor Cables Embedded in Rock Using a Unified Rupture Shape Model. Geotechnical and Geological Engineering, 2019.
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