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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
- 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
- 联系方式：zjuzqq@163.com
- 电子邮箱：zjuzqq@163.com
访问量：
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[1]
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.
-
[2]
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.
-
[3]
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.
-
[4]
刘善伟.
A simplified approach for the response of pile groups composed of dissimilar piles.
Structures,
34,
4548,
2021.
-
[5]
郑晓.
Performance Evaluation of Abandoned Fly Ash Deposit Improved by Dynamic Compaction for Construction .
Journal of Testing and Evaluation,
50,
1537,
2022.
-
[6]
吕高航.
Experimental Study on Embankment Failure Law and Reinforcement Technology for Highway Widening Proje.
Journal of Testing and Evaluation,
49,
4248,
2021.
-
[7]
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.
-
[8]
刘善伟.
Model Test Study on Bearing Capacity of Nonuniformly Arranged Pile Groups.
International Journal of Geomechanics,
21,
2021.
-
[9]
张乾青.
Pressure-Cast-In-Situ Pile with Spray-Expanded Frustum: Construction Equipment and Process.
Journal of Construction Engineering and Management,
147,
2021.
-
[10]
刘善伟.
Model Test Study on Bearing Capacity of Nonuniformly Arranged Pile Groups.
International Journal of Geomechanics,
21,
2021.
-
[11]
张乾青.
Analysis of grout diffusion of postgrouting pile considering the time-dependent behavior of grout vi.
International Journal of Geomechanics,
21,
2021.
-
[12]
崔伟.
Discussion of “Comparative study of Y-shaped and circular floating piles in consolidating clay”.
Canadian Geotechnical Journal,
54,
2017.
-
[13]
吕高航.
Experimental Study on Embankment Failure Law and Reinforcement Technology for Highway Widening Proje.
Journal of Testing and Evaluation,
50,
2022.
-
[14]
张乾青.
Behaviour analysis on the vertically loaded bored pile socketed into weak rocks using slip-line theo.
COMPUTERS AND GEOTECHNICS Journal,
128,
2020.
-
[15]
李晓密.
Semianalytical Solution for Long-Term Settlement of a Single Pile Embedded in Fractional Derivative .
International Journal of Geomechanics,
21,
2021.
-
[16]
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.
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[17]
李利平.
Large scale three-dimensional seepage analysis model test and numerical simulation research on under.
Applied Ocean Research,
59,
2016.
-
[18]
李利平.
Study on Longitudinal Deformation Profile of Rock Mass in a Subsea Tunnel.
Marine Georesources & Geotechnology,
34,
2016.
-
[19]
李利平.
Gaussian Process Model of an Advanced Surrounding Rock Classification Based on Tunnel Seismic Predic.
Geotechnical Special Publication,
2016.
-
[20]
李晓密.
Long-Term Deformation Analysis for a Vertical Concentrated Force Acting in the Interior of Fractiona.
International Journal of Geomechanics,
20,
2020.
