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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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[1] 刘景航. Calculation method for the ultimate bearing capacity of pressure-cast-in-situ pile with spray-expanded frustum. computers and geotechnics, 166, 2024.
[2] 陈兆庚. Analysis of the Response of a Single Pile Using the Disturbance State Concept Theory. INTERNATIONAL JOURNAL OF GEOMECHANICS, 22, 2022.
[3] 刘善伟. Study on surface roughness effect on shear behavior of concrete-soil interface. Engineering Failure Analysis, 145, 2023.
[4] 刘善伟. An analysis method for the response of combined side-and-tip grouting pile. Acta Geotechnica, 2023.
[5] 王术剑. 既有建筑地下开挖工程中在役桩竖向承载特性分析. Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 55, 117-124, 2023.
[6] 马彬. A critical state three-dimensional multi-shear model for soil-structure interfaces under monotonic and cyclic loading. ENGINEERING STRUCTURES, 295, 2023.
[7] 刘善伟. A Simple Method for Predicting the Response of Single Energy Pile Considering Temperature Variation of Pile-Soil Interface. INTERNATIONAL JOURNAL OF GEOMECHANICS, 23, 2023.
[8] 张乾青. 刚性与柔性桩承式路堤竖向承载特性分析. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 43, 991-999, 2021.
[9] 刘善伟. A simple method for analyzing thermomechanical response of an energy pile in a group. GeomechanicsforEnergyandtheEnvironment, 2022.
[10] 潘东东. Analysis on response prediction of a single pile and pile groups based on the Runge-Kutta method. KSCE JOURNAL OF CIVIL ENGINEERING, 22, 2018.
[11] 张乾青. 穿越无充填溶洞时单桩承载特性研究. 《湖南大学学报（自然科学版）》, 49, 2022.
[12] 崔伟. Study on Bearing Characteristics of Single Pile Crossing Unfilled Karst Cave. 《湖南大学学报(自然科学版)》, 49, 2022.
[13] 刘善伟. A simplified approach for the response of pile groups composed of dissimilar piles. Structures, 34, 4548, 2021.
[14] 郑晓. Performance Evaluation of Abandoned Fly Ash Deposit Improved by Dynamic Compaction for Construction of Highway Embankment. Journal of Testing and Evaluation, 50, 1537, 2022.
[15] 吕高航. Experimental Study on Embankment Failure Law and Reinforcement Technology for Highway Widening Project over Silt Soils. Journal of Testing and Evaluation, 49, 4248, 2021.
[16] 成帅. Nonlinear analysis of the response of a single pile subjected to tension load using a hyperbolic model. EUR J ENVIRON CIV EN , 2018.
[17] 刘善伟. Model Test Study on Bearing Capacity of Nonuniformly Arranged Pile Groups. International Journal of Geomechanics, 21, 2021.
[18] 张乾青. Pressure-Cast-In-Situ Pile with Spray-Expanded Frustum: Construction Equipment and Process. Journal of Construction Engineering and Management, 147, 2021.
[19] 刘善伟. Model Test Study on Bearing Capacity of Nonuniformly Arranged Pile Groups. International Journal of Geomechanics, 21, 2021.
[20] 张乾青. Analysis of grout diffusion of postgrouting pile considering the time-dependent behavior of grout viscosity. International Journal of Geomechanics, 21, 2021.
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