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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
- 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：zjuzqq@163.com
访问量：
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[1]
刘景航.
Calculation method for the ultimate bearing capacity of pressure-cast-in-situ pile with spray-expand.
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 a.
ENGINEERING STRUCTURES,
295,
2023.
-
[7]
刘善伟.
A Simple Method for Predicting the Response of Single Energy Pile Considering Temperature Variation .
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 .
Journal of Testing and Evaluation,
50,
1537,
2022.
-
[15]
吕高航.
Experimental Study on Embankment Failure Law and Reinforcement Technology for Highway Widening Proje.
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 mod.
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 vi.
International Journal of Geomechanics,
21,
2021.
