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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
- 联系方式：zjuzqq@163.com
- 电子邮箱：zjuzqq@163.com
访问量：
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[161]
李术才 , 李利平 and 张乾青.
Stability analysis and evaluation of Zengziyan in Jinfo Mountain under seismic (vibration) action.
Journal of VIBROENGINEERING,
16,
575,
2014.
-
[162]
李术才 , 李利平 , 朱维申 and 张乾青.
Study on anchorage effect on fractured rock.
Steel and Composite Structures,
17,
791,
2014.
-
[163]
李术才 , 李利平 and 张乾青.
Analysis and Design Implications on Stability of Cofferdam Subjected to Water Wave Action.
Marine Georesources and Geotechnology,
2016.
-
[164]
李术才 , 李利平 and 张乾青.
Field and Theoretical Study of the Response of Super-Long Bored Pile Subjected to Compressive Load.
Marine Georesources and Geotechnology,
2016.
-
[165]
李术才 , 李利平 and 张乾青.
抗滑桩岩拱效应与合理桩间距分析.
《岩土工程学报》,
36,
180,
2014.
-
[166]
李术才 , 李利平 and 张乾青.
黄河冲积平原地区超大型深基坑开挖现场监测分析.
《岩土工程学报》,
36,
471,
2014.
-
[167]
张乾青.
Some observations of the influence factors on the response of pile groups.
Ksce Journal of Civil Engineering,
19,
1667,
2015.
-
[168]
李术才 , 李利平 , 张波 and 张乾青.
Analysis on Response of a Single Pile Subjected to Tension Load Using a Softening Model and a Hyperb.
Marine Georesources & Geotechnology,
33,
167,
2015.
-
[169]
林春金 and 张乾青.
考虑桩土体系渐进破坏的单桩承载特性分析.
《岩土力学》,
35,
1131,
2014.
-
[170]
李术才 , 李利平 and 张乾青.
Field and Theoretical Analysis on the Response of Destructive Pile Subjected to Tension Load.
Marine Georesources & Geotechnology,
33,
12,
2015.
-
[171]
李术才 , 李利平 and 张乾青.
Field study on the behavior of destructive and non-destructive piles under compression.
Marine Georesources & Geotechnology,
32,
18,
2014.
-
[172]
李利平 and 张乾青.
Analysis of compression pile response using a softening model, a hyperbolic model of skin friction, .
JOURNAL OF ENGINEERING MECHANICS,
140,
102,
2014.
-
[173]
李术才 and 张乾青.
Simplified method for settlement prediction of single pile and pile group using a hyperbolic model.
International Journal of Civil Engineering,
12,
179,
2014.
-
[174]
李术才 , 李利平 and 张乾青.
考虑侧阻软化和端阻硬化的群桩沉降简化算法 .
岩石力学与工程学报,
32,
615,
2013.
-
[175]
李术才 , 李利平 and 张乾青.
软土地区超长单桩承载特性的现场试验研究.
《岩土工程学报》,
35,
1066,
2013.
-
[176]
李术才 , 李利平 , 许振浩 and 张乾青.
基于荷载传递法的单桩非线性受力性状分析软件开发及其应用.
《岩土力学》,
34,
375,
2013.
-
[177]
张乾青.
Reply to the discussion by Comodromos on “A simplified nonlinear approach for single pile settlemen.
Canadian Geotechnical Journal,
50,
122,
2013.
-
[178]
张乾青.
Reply to the discussion by Fellenius on “A simplified nonlinear approach for single pile settlement.
Canadian Geotechnical Journal,
50,
688,
2013.
-
[179]
李术才 and 张乾青.
Investigation into skin friction of bored pile including influence of soil strength at pile base.
Marine Georesources & Geotechnology,
13,
1,
2013.
-
[180]
李术才 and 张乾青.
Influence of reaction piles on test pile response in a static load test.
JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A,
13,
198,
2013.
