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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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[61]
李术才 , 李利平 , 张乾青 and 刘洪亮.
Study on Deformation Behavior at Intersection of Adit and Major Tunnel in Railway.
Ksce Journal of Civil Engineering,
21,
2459,
2017.
-
[62]
李术才 , 李利平 , 张乾青
Gaussian process model of water inflow prediction in tunnel construction and its engineering applica.
Tunnelling and Underground Space Technology,
69,
155,
2017.
-
[63]
崔伟 and 张乾青.
Discussion of ""Comparative study of Y-shaped and circular floating piles in consolidating cl.
Canadian Geotechnical Journal,
54,
904,
2017.
-
[64]
张乾青 and 张健.
Discussion of ""Field study of residual forces developed in pre-stressed high-strength concrete (PHC.
Canadian Geotechnical Journal,
54,
600,
2017.
-
[65]
崔伟 , 张乾青 and Jeffrey, John R..
Discussion: CHD pile performance: part I - physical modelling.
Proceedings of the Institution of Civil Engineers-Geotechnical Engineering,
170,
186,
2017.
-
[66]
王旌 , 李术才 , 李利平 , 张乾青 , 许振浩 , 张健
Grouting effects evaluation of water-rich faults and its engineering application in Qingdao Jiaozhou.
Geomechanics and Engineering,
12,
35,
2017.
-
[67]
李术才 , 张乾青 , 李利平 , 石少帅 and 徐飞.
A new type support structure introduction and its contrast study with traditional support structure .
Tunnelling and Underground Space Technology,
63,
171,
2017.
-
[68]
张乾青 , 李利平 and 徐飞.
Response of a Single Pile Subjected to Tension Load by Using Softening Models.
SOIL MECHANICS AND FOUNDATION ENGINEERING,
54,
24,
2017.
-
[69]
张乾青.
Simplified non-linear approaches for response of a single pile and pile groups considering progressi.
Soils and Foundations,
56,
473,
2016.
-
[70]
李术才 , 李利平 , 王渭明 , 张乾青 , 徐飞
千枚岩隧道传统与新型支护结构现场对比试验研究.
岩石力学与工程学报,
36,
609,
2018.
-
[71]
张乾青 and 林春金.
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.
-
[72]
李术才 , 李利平 , 张乾青 , 石少帅 and 袁永才.
尚家湾强岩溶隧道突水突泥伴生灾害源综合分析.
中南大学学报（自然科学版）,
48,
203,
2017.
-
[73]
张庆松 , 刘人太 , 李术才 and 张乾青.
Grouting mechanism of quick setting slurry in rock fissure with consideration of viscosity variation.
Tunnelling and Underground Space Technology,
70,
262,
2017.
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[74]
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.
-
[75]
李术才 , 李利平 , 张乾青 , 许振浩 and 贺鹏.
基于数据挖掘的隧道围岩变形响应预测与动态变更许可机制.
岩石力学与工程学报,
36,
2940,
2017.
-
[76]
张乾青 , 李术才 and 李利平.
Stability Analysis of Rock Mass with Sheet Slope Crack Based on Plates and Shells Theory.
Polish Journal of Environmental Studies,
23,
1297,
2014.
-
[77]
张乾青 , 李术才 , 李利平 and 张波.
Analysis on Response of a Single Pile Subjected to Tension Load Using a Softening Model and a Hyperb.
Marine Georesources & Geotechnology,
33,
167,
2015.
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[78]
张乾青 , 李术才 , 李利平 and 朱维申.
Study on anchorage effect on fractured rock.
Steel and Composite Structures,
17,
791,
2014.
-
[79]
张乾青 , 李术才 and 李利平.
抗滑桩岩拱效应与合理桩间距分析.
《岩土工程学报》,
36,
180,
2014.
-
[80]
张乾青.
Some observations of the influence factors on the response of pile groups.
Ksce Journal of Civil Engineering,
19,
1667,
2015.
