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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
- 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]
李术才 , 石少帅 and 李利平.
Coefficient of restitution and kinetic energy loss of rockfall impacts.
KSCE JOURNAL OF CIVIL ENGINEERING,
2016.
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[2]
贺鹏.
Prediction of deformation response in surrounding rock of tunnels and permit mechanism of dynamic ch.
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering,
42,
2940,
2017.
-
[3]
李晓密.
Long-term deformation analysis for a vertical concentrated force acting in the interior of fractiona.
INTERNATIONAL JOURNAL OF GEOMECHANICS,
20,
2020.
-
[4]
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.
-
[5]
张乾青.
Simplified approach for prediction of nonlinear response of bored pile embedded in sand.
Soils and Foundations,
59,
1562,
2019.
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[6]
许振浩 and 张乾青.
Evaluation of Ultimate Pullout Capacity of Anchor Cables Embedded in Rock Using a Unified Rupture Sh.
Geotechnical and Geological Engineering,
2019.
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[7]
李术才 , 周宗青 , 李利平 , 张乾青 and 许振浩.
Comprehensive geophysical prospection and treatment measures of karst caves in deep buried tunnel.
Journal of Applied Geophysics,
2015.
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[8]
张乾青 , 崔伟 and 郑晓.
A novel method for measuring traffic load-induced settlement at different layers of embankment in hi.
Measurement: Journal of the International Measurement Confederation,
2019.
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[9]
李术才 , 张庆松 , 李利平 , 张霄 , 张乾青 and 刘聪.
流-固耦合模型试验用的新型相似材料研制及应用.
岩土力学,
2016.
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[10]
丁万涛 and 张乾青.
Stability analysis of earth pressure balance shield tunnel face considering soil arching.
Proceedings of the Institution of Civil Engineers: Geotechnical Engineering,
2018.
-
[11]
丁万涛 and 张乾青.
Discussion： Stability analysis of earth pressure balance shield tunnel face considering soil archin.
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING,
2019.
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[12]
李术才 , 李利平 , 张乾青
隧道岩质围岩亚级分级可靠度分析方法及其工程应用.
岩土力学,
2018.
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[13]
李术才 , 张乾青 and 张健.
Grouting treatment of foundation in covered karst region and effect detection analysis.
Jianzhu Jiegou Xuebao,
38,
167,
2017.
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[14]
张乾青 and 潘东东.
Analysis on response prediction of a single pile and pile groups based on the Runge-Kutta method.
KSCE J. Civ. Eng.,
22,
92,
2018.
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[15]
张乾青 , 李术才 and 李利平.
Analysis and Design Implications on Stability of Cofferdam Subjected to Water Wave Action.
Marine Georesources and Geotechnology,
2016.
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[16]
张乾青 and 冯若峰.
Discussion on “A simple critical state interface model and its application in prediction of sh.
Comput. Geotech.,
95,
44,
2018.
-
[17]
崔伟 and 张乾青.
Discussion of "Generalized Nonlinear Softening Load-Transfer Model for Axially Loaded Piles" by Peng.
INTERNATIONAL JOURNAL OF GEOMECHANICS,
18,
2018.
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[18]
李利平 , 李术才 , 张乾青 and 孙尚渠.
Rockfall Hazard Assessment on Wangxia Rock Mass in Wushan (Chongqing, China).
Geotech. Geol. Eng.,
35,
1895,
2017.
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[19]
李术才 , 李利平 , 张乾青 , 袁永才
Comprehensive analysis on disaster associated by water inrush and mud gushing in Shangjiawan karst t.
Zhongnan Daxue Xuebao (Ziran Kexue Ban),
48,
203,
2017.
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[20]
李术才 , 李利平 , 王渭明 , 张乾青 , 徐飞
Field test comparison of traditional and new type supporting structures in a phyllite tunnel.
Yanshilixue Yu Gongcheng Xuebao,
36,
609,
2017.
