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张乾青 Zhang Qianqing
  • 博士,讲师
  • 城市地下空间系、岩土与结构工程中心
  • 联系方式:zjuzqq@163.com
  • 研究方向:
      桩基工程和基坑工程

个人简介:

  张乾青,男,1983年出生,山东济宁人,工学博士(后),硕士生导师,2012年6月于浙江大学获土木工程博士学位,2012年7月进入山东大学岩土与结构工程研究中心工作,主要从事桩基工程与基坑工程等方面的教学与科研工作。
  目前,负责国家自然基金,山东省自然基金,中国博士后特别资助基金,中国博士后科学基金面上项目,国家和教育部重点实验室开放基金等纵向课题8项,负责横向课题5项,累计合同经费1000余万元;发表(录用)相关论文90余篇,其中SCI论文37篇(第一或通讯作者27篇),EI论文41篇(第一或通讯作者25篇);参编行业标准2项,参编论著2部,独著论著1部(待出版,初稿已经交中国建筑工业出版社);以前3位完成人授权发明专利、软件著作权和实用新型专利近20项;获省部级科技进步奖7项,其中重庆市科技进步一等奖1项(排名第五),教育科技进步二等奖1项(排名第三)。
  现为Journal of Geotechnical and Geoenvironmental Engineering,Canadian Geotechnical Journal,International Journal for Numerical and Analytical Methods in Geomechanics,Computers and Geotechnics,Marine Georesources & Geotechnology,岩土工程学报,岩土力学和岩石力学与工程学报等20多个SCI/EI刊源期刊的审稿人。

代表性科研项目:

[1] 国家自然科学基金青年基金项目 (No. 51408338), 2015.1-2017.12, 负责人
[2] 山东省自然科学基金青年基金项目 (No. 2014EEQ009),2015.1-2017.12,负责人
[3] 中国博士后科学基金特别资助项目 (No. 2014T70641),2014.9-2016.12,负责人
[4] 中国博士后科学基金面上项目(No. 2012M521339),2013.1-2014.12,负责人
[5] 山东大学人才引进与培养类专项基金 (No. 2012GN012),2012.11-2014.12,负责人
[6] 中国矿业大学深部岩土力学与地下工程国家重点实验室开放基金(No. SKLGDUEK1210),2013.1-2014.12,负责人
[7] 中国矿业大学深部岩土力学与地下工程国家重点实验室开放基金(No. SKLGDUEK1507),2016.1-2017.12,负责人
[8] 同济大学岩土及地下工程教育部重点实验室开放基金(No. KLE-TJGE-B1301),2013.9-2015.8,负责人
[9] 深长隧道施工安全风险管理及灾害控制 (No. 11441241),2012.12-2016.12,负责人
[10] 新建成都至兰州铁路CL2Q-11标隧道超前地质预报 (No. 11441419),2013.7-2018.12,负责人
[11] 成兰铁路CLZQ-11标金瓶岩隧道、王登隧道和解放村隧道监控量测 (No. 11441422),2013.7-2018.12,负责人

代表性论文:

  目前发表(录用)科研论文90余篇,以第一作者或通讯作者发表论文60余篇,其中SCI刊源论文20余篇,EI刊源论文30余篇。代表性论文如下(带*的为通讯作者):

[1] Shu-cai Li, Fei Xu,Qian-qing Zhang*, Li-ping Li , Wei-ming Wang, Hong-liang Liu. Analysis and Construction Techniques for a Water Seal for Underground Mines Subjected to Water Inrush. Mine Water and the Environment, 2016, 35(2): 168-179. (SCI/EI收录)

[2] Fei Xu, Shu-cai Li,Qian-qing Zhang*, Li-ping Li, Qian Zhang, Kang Wang, Hong-liang Liu. Analysis and design implications on stability of cofferdam subjected to water wave action. Marine Georesources & Geotechnology, 2016, 34(2): 181-187. (SCI/EI收录)

[3] Shu-cai Li, Qian Zhang,Qian-qing Zhang*, Li-ping Li. Field and theoretical study on the response of super-long bored pile subjected to compressive load. Marine Georesources & Geotechnology, 2016, 34(1): 71-78. (SCI/EI收录)

[4]Qian-qing Zhang*, Shi-min Zhang, Fa-yun Liang, Qian Zhang, Fei Xu. Some observations of the influence factors on the response of pile groups. KSCE Journal of Civil Engineering, 2015, 19(6): 1667-1674. (SCI/EI收录)

[5]Qian-qing Zhang*, Shu-cai Li, Qian Zhang, Li-ping Li, Bo Zhang. Analysis on response of a single pile subjected to tension load using a softening model and a hyperbolic model. Marine Georesources & Geotechnology, 2015, 33(2): 167-176. (SCI/EI收录)

[6]Qian-qing Zhang*, Shu-cai Li, Li-ping Li. Field and theoretical analysis on the response of destructive pile subjected to tension load. Marine Georesources & Geotechnology, 2015, 33(1): 12-22. (SCI/EI收录)

[7]Qian-qing Zhang*, Shu-cai Li, Fa-yun Liang, Min Yang, Qian Zhang. Simplified method for settlement prediction of single pile and pile group using a hyperbolic model. International Journal of Civil Engineering, 2014, 12(2): 179-192. (SCI收录)

[8]Qian-qing Zhang*, Li-ping Li, Yun-juan Chen. Analysis of compression pile response using a softening model, a hyperbolic model of skin friction, and a bilinear model of end resistance. Journal of Engineering Mechanics, 2014, 140(1): 102–111. (SCI/EI收录)

[9]Qian-qing Zhang*, Shu-cai Li, Li-ping Li. Field study on the behavior of destructive and non-Destructive piles under compression. Marine Georesources & Geotechnology, 2014, 32(1): 18-37. (SCI/EI收录)

[10]Qian-qing Zhang*, Shu-cai Li, Zhong-miao Zhang. Influence of reaction piles on test pile response in a static load test. Journal of Zhejiang University-Science A, 2013, 13(4): 198-205. (SCI/EI 收录)

[11]Qian-qing Zhang*, Zhong-miao Zhang, Shu-cai Li. Investigation into skin friction of bored pile including influence of soil strength at pile base. Marine Georesources & Geotechnology, 2013, 31(1): 1-16. (SCI/EI 收录)

[12]Qian-qing Zhang*. Reply to the discussion by Comodromos on “A simplified nonlinear approach for single pile settlement analysis”. Canadian Geotechnical Journal, 2013, 50(1): 122. (SCI/EI收录)

[13]Qian-qing Zhang*. Reply to the discussion by Fellenius on “A simplified nonlinear approach for single pile settlement analysis”. Canadian Geotechnical Journal, 2013, 50(6): 688-692. (SCI/EI收录)

[14]Qian-qing Zhang*, Zhong-miao Zhang. A simplified nonlinear approach for single pile settlement analysis. Canadian Geotechnical Journal, 2012,49(11):1256-1266. (SCI/EI收录)

[15]Qian-qing Zhang*, Zhong-miao Zhang. Simplified calculation approach for settlement of single pile and pile groups. Journal of Computing in Civil Engineering, 2012, 26(6): 750-758. (SCI/EI收录)

[16]Qian-qing Zhang*, Zhong-miao Zhang. Complete load transfer behavior of base-grouted bored piles. Journal of Central South University of Technology, 2012, 19(7):2037-2046. (SCI/EI收录)

[17]Qian-qing Zhang*, Zhong-miao Zhang. Study on interaction between dissimilar piles in layered soils. International Journal for Numerical and Analytical Methods in Geomechanics, 2011, 35(1): 67-81. (SCI/EI收录)

[18] Zhong-miao Zhang,Qian-qing Zhang*, Feng Yu. A destructive field study on the behavior of piles under tension and compression. Journal of Zhejiang University-Science A, 2011, 12(4): 291-300. (SCI/EI收录)

[19]Qian-qing Zhang*, Zhong-miao Zhang, Jing-yu He. A simplified approach for settlement analysis of single pile and pile groups considering interaction between identical piles in multilayered soils. Computers and Geotechnics, 2010, 37(7-8): 969-976. (SCI/EI收录)

[20]Qian-qing Zhang*, Zhong-miao Zhang, Feng Yu, Jun-wei Liu. Field Performance of Long Bored Piles within Piled Rafts. Proceedings of the Institution of Civil Engineers: Geotechnical Engineering, 2010, 163(6): 293-305. (SCI/EI收录)

[21]Qian-qing Zhang*, Shan-wei Liu, Shi-min Zhang, Jian Zhang. Analysis on modification of the measured results of test pile due to influence of reaction piles in static loading test. Geotechnical Testing Journal. 2016. [In Press] (SCI/EI刊源)

[22]Qian-qing Zhang*, Shan-wei Liu, Shi-min Zhang, Jian Zhang, Kang Wang. Simplified non-linear approaches for response of a single pile and pile groups considering progressive deformation of pile-soil system. Soils and Foundations, 2016. [In Press] (SCI/EI刊源)

[23] Shuai Cheng,Qian-qing Zhang*,Shu-cai Li , Li-ping Li , Shi-min Zhang, Kang Wang. Nonlinear analysis of the response of a single pile subjected to tension load using a hyperbolic model. European Journal of Environmental and Civil Engineering, 2016. [In Press] (SCI/EI刊源)

[24] Nian-wu Liu, Zhong-miao Zhang, Qian-qing Zhang, Kai Fang. Destructive field tests on mobilization of end resistance of cast¬in¬situ bored piles. Journal of Central South University of Technology, 2013, 20(4): 1071-1078. (SCI/EI收录)

[25] Kai Fang, Zhong-miao Zhang, Qian-qing Zhang. Prestressing effect evaluation for a grouted shaft: a case study. Proceedings of the Institution of Civil Engineers: Geotechnical Engineering, 2014, 167(3): 253-261. (SCI/EI收录)

[26] Kai Fang, Zhong-miao Zhang, Xing-wang Liu, Qian-qing Zhang, Cun-gang Lin. Numerical analysis of the behavior of special double- row support structure. Journal of Civil Engineering and Management, 2013, 19(2): 169-176. (SCI/EI收录)

[27] Shu-cai Li, Zong-qing Zhou, Li-ping Li, Zhen-hao Xu, Qian-qing Zhang, Shao-shuai Shi. Risk assessment of water inrush in karst tunnels based on attribute synthetic evaluation system. Tunnelling and Underground Space Technology, 2013, 38(9): 50-58. (SCI/EI收录)

[28] Li-ping Li, Ting Lei, Shu-cai Li, Qian-qing Zhang, Zhen-hao Xu, Shao-shuai Shi, Zhou Zong-qing. Risk assessment of water inrush in karst tunnels and software development. Arabian Journal of Geosciences, 2015, 8(4): 1843-1854. (SCI收录)

[29] Qian-qing Zhang, Zhong-miao Zhang. A modified shear displacement method for calculating settlement of single pile. International Conference on Civil Engineering and Building Materials, 2011, 261-263: 1804-1808. (EI/ISTP收录)

[30] Zhong-miao Zhang,Qian-qing Zhang*. Field Test on Composite Foundation Incorporating Flexible and Rigid Piles. International Conference on Structures and Building Materials, 2011, 168-170: 1140-1144. (EI/ISTP收录)

[31] Qian-qing Zhang, Zhong-miao Zhang. Settlement modification on test pile by considering interaction between test pile and reaction piles. International Conference on Electric Technology and Civil Engineering, 2011, 7: 6165-6168. (EI/ISTP收录)

[32]Qian-qing Zhang*, Zhong-miao Zhang. Experimental Study on Mechanical Property of Different Cement-soils. International Conference on Mechanic Automation and Control Engineering, 2010, 1453-1457. (EI/ISTP收录)

[33] 林春金, 张乾青*,梁发云,张骞,刘洪亮. 考虑桩土体系渐进破坏的单桩承载特性分析. 岩土力学,2014, 35(4): 1131-1140. (EI收录)

[34] 张乾青*,李术才,李利平,陈云娟. 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,2013, 32(3): 615-624. (EI收录)

[35] 张乾青*,张忠苗. 群桩沉降简化计算方法. 岩土力学,2012, 33(2): 382-388, 432. (EI收录)

[36] 张忠苗, 张乾青*. 破坏性和非破坏性抗压试桩受力性状现场试验研究. 岩土工程学报,2011, 33(10): 1601-1608. (EI收录)

[37] 张忠苗, 张乾青*,张广兴,施茂飞. 软土地区大吨位超长试桩试验设计与分析. 岩土工程学报,2011, 33(4): 535-543. (EI收录)

[38] 张忠苗, 张乾青*,李建华. 采用桩土共同作用的浙江省第一医院医技楼现场实测分析. 岩石力学与工程学报,2010, 29(4): 833-841. (EI收录)

[39] 张忠苗, 张乾青*,刘俊伟,俞峰.软土地区预应力管桩偏位处理实例分析. 岩土工程学报,2010, 32(6): 975-980. (EI收录)

[40] 张忠苗, 张乾青*,贺静漪,俞峰,刘俊伟. 俞峰浙江某高层预应力管桩偏位和上浮处理实例分析. 岩土力学,2010, 31(9): 2919-2924. (EI收录)

[41] 张忠苗,张乾青. 后注浆抗压桩受力性状的试验研究. 岩石力学与工程学报,2009, 28(3): 475-482. (EI收录)

[42] 张忠苗, 张乾青*,张广兴. 软土地区抗拔桩受力性状的试验研究. 浙江大学学报(工学版),2009, 43(11): 2114-2119. (EI收录)

20项代表性软件著作权及专利:

[1] 软件著作权:基于荷载传递法的单桩非线性受力性状分析软件V1.0,第一完成人;

[2] 发明专利:带肋预应力管桩及其制作方法、钻植法施工工艺,第一完成人;

[3] 发明专利:一种岩土工程边坡地表变形监测装置与方法,第一完成人;

[4] 发明专利:用于测量岩土工程试块真三轴蠕变的装置及其方法,第三完成人;

[5] 发明专利:一种用于岩石真三轴试验的现场取芯装置及方法,第三完成人;

[6] 发明专利:可预制断层的大型流-固耦合模型试验台架及试验方法,第三完成人;

[7] 发明专利:地下工程模型试验中预制锚杆施作的定位装置及方法,第四完成人;

[8] 发明专利:用于岩土工程均匀围压下的假三轴蠕变装置及方法,第五完成人;

[9] 实用新型:带肋预应力管桩,第一完成人;

[10] 实用新型:一种岩土工程边坡地表变形监测装置,第一完成人;

[11] 实用新型:地震波探测方法中接收杆套筒拔除装置,第一完成人;

[12] 实用新型:可拆卸式自适应多级增阻高强中空注浆锚管,第一完成人;

[13] 实用新型:用于相似材料配制过程中试件精确压制成型的装置,第二完成人;

[14] 实用新型:一种适用于软弱破碎围岩的吸能让压隧道支护系统,第三完成人;

[15] 实用新型:用于测量岩土工程试块真三轴蠕变的装置,第三完成人;

[16] 实用新型:一种用于岩石真三轴试验的现场取芯装置,第三完成人;

[17] 实用新型:可预制断层的大型流-固耦合模型试验台架,第三完成人;

[18] 实用新型:一种多功能乳化炸药切割装置,第三完成人;

[19] 实用新型:一种TSP炮孔量测及装药一体化装置,第三完成人;

[20] 实用新型:一种隧道围岩初期支护水平收敛位移监测仪器,第三完成人。

参编规范:

[1] 中国地质灾害防治工程行业协会:《地质灾害抗滑桩治理工程设计规范》(征求意见稿)。

[2] 中国地质灾害防治工程行业协会:《地质灾害防治工程基本术语》(征求意见稿)。

学术兼职:

[1] 2015年教育部科技进步二等奖:山区高烈度地震区高耸危岩体崩塌机理与滚石冲击危害风险控制(排名第3)。

[2] 2014年重庆市科技进步一等奖:三峡库区高陡边坡危岩体爆破安全解除与生态防护关键技术(排名第5)。

[3] 2014年湖北省公路学会特等奖:深长岩溶隧道群突水突泥地质灾害控制关键技术及工程应用(排名第16)。

[4] 2013年第六届中国工程爆破协会科技进步一等奖:复杂环境下高陡边坡危岩体爆破解除关键技术(排名第18)。

[5] 2013年教育部科技进步一等奖:隧道与地下工程突涌水机理及治理理论与关键技术(排名第25)。

[6] 2012年浙江省科学技术奖三等奖:灌注桩后注浆技术及工程应用研究(排名第6)。

[7] 2010年浙江省科学技术奖三等奖:软土地基超高层建筑超长桩基础试验分析与沉降控制研究(排名第6)。

联系方式:

  通讯地址:山东省济南市历下区经十路17923号岩土与结构工程研究中心
  邮编:250061
  QQ: 631589743
  E-mail:zjuzqq@163.com; zqq5820948@126.com