張乾青
山東大學土建與水利學院教授
張乾青,男,1983年出生,山東濟寧人,中共黨員,工學博士(后),教授,博士生導師,山東省傑出青年基金獲得者,入選山東大學青年學者未來計劃,榮獲山東省優秀學士論文指導教師、山東省專業學位研究生實踐成果獎指導教師等稱號。
2012年6月於浙江大學獲博士學位,同年進入山東大學岩土工程中心工作。目前主要從事樁基工程、基坑工程、隧道工程等方面教學與科研工作。截止至2018年底,主持國家重點研發計劃子課題、國家自然科學基金、山東省自然科學基金、中國博士后特別資助和面上項目等縱向課題14項,負責橫向課題7項;發表(錄用)相關科研論文127篇,其中SCI論文61篇(第一或通訊作者34篇),EI論文55篇(第一或通訊作者25篇);出版學術專著1部(獨著)、主編高等學校規劃教材1部、副主編教材1部、參編行業規範2部;授權發明專利40餘項(第1完成人10項)、授權軟體著作權5項(第1完成人3項);相關科研成果獲省部級科技進步獎9項,其中山東省科技進步一等獎1項(排名第4),重慶市科技進步一等獎1項(排名第5),教育部科技進步二等獎1項(排名第3),上海市科技進步二等獎1項(排名第6)。
[1]Qian-qing Zhang*, Ruo-feng Feng, Shan-wei Liu, Xiao-mi Li.Estimation of Uplift Capacity of a Single Pile Embedded in Sand Considering Arching Effect. International Journal of Geomechanics, ASCE, 2018, 18(9): 06018021. (SCI/EI收錄)
[2]Qian-qing Zhang*, Shan-wei Liu, Ruo-feng Feng, Xiao-mi Li. Analytical method for prediction of progressive deformation mechanism of existing piles due to excavation beneath a pile-supported building. International Journal of Civil Engineering, 2018 (In Press). (SCI/EI刊源)
[3]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, 2018, 22(2): 181-191. (SCI/EI收錄)
[4]Dong-dong Pan, Qian-qing Zhang*, Shan-wei Liu, Shi-min Zhang. Analysis on response prediction of a single pile and pile groups based on the Runge-Kutta method. KSCE Journal of Civil Engineering, 2018, 22(1): 92-100. (SCI/EI收錄)
[5]Tong-bin Zhao, Yu-bao Zhang, Qian-qing Zhang*, Yun-liang Tan. Analysis on the creep response of bolted rock using bolted burgers model. Geomechanics and Engineering, 2018, 14(2): 141-149. (SCI/EI收錄)
[6]Wei Cui, Xiao Zheng, Qian-qing Zhang*. Evaluation of bearing capacity of fly-ash highway subgrade based on model test. Journal of Testing and Evaluation, 2018, 46(3): 943-955. (SCI/EI收錄)
[7]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, 56(3): 473-484. (SCI/EI收錄)
[8]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, 39(5): 712-720.(SCI/EI收錄)
[9]Yong-Cai Yuan, Shu-Cai Li,Qian-qing Zhang*, Li-Ping Li, Shao-Shuai Shi, Zong-Qing Zhou. Risk assessment of water inrush in karst tunnels based on a modified grey evaluation model: Sample as Shangjiawan Tunnel. Geomechanics and Engineering, 2016, 11(4): 493-513.(SCI/EI收錄)
[10]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收錄)
[11]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收錄)
[12]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收錄)
[13]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收錄)
[14]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收錄)
[15]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收錄)
[16]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收錄)
[17]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收錄)
[18]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收錄)
[19]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 收錄)
[20]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 收錄)
[21]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收錄)
[22]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收錄)
[23]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收錄)
[24]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收錄)
[25]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收錄)
[26]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收錄)
[27]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收錄)
[28]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/CPCI收錄)
[29]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/CPCI收錄)
[30]Qian-qing Zhang*, Ruo-feng Feng, Zhen-hao Xu, Shan-wei Liu, Jian-gu Qian. Evaluation of ultimate pullout capacity of anchor cables embedded in rock using a unified rupture shape model. Geotechnical and Geological Engineering, 2018 (In Press). (EI刊源)
[33]張乾青*,李術才,李利平,陳雲娟. 考慮側阻軟化和端阻硬化的群樁沉降簡化演演算法. 岩石力學與工程學報,2013, 32(3): 615-624. (EI收錄)
[35]張忠苗,張乾青*. 破壞性和非破壞性抗壓試樁受力性狀現場試驗研究. 岩土工程學報,2011, 33(10): 1601-1608. (EI收錄)
[36]張忠苗,張乾青*,張廣興,施茂飛. 軟土地區大噸位超長試樁試驗設計與分析. 岩土工程學報,2011, 33(4): 535-543. (EI收錄)
[37]張忠苗,張乾青*,李建華. 採用樁土共同作用的浙江省第一醫院醫技樓現場實測分析. 岩石力學與工程學報,2010, 29(4): 833-841. (EI收錄)
[38]張忠苗,張乾青*,劉俊偉,俞峰.軟土地區預應力管樁偏位處理實例分析. 岩土工程學報,2010, 32(6): 975-980. (EI收錄)
[39]張忠苗,張乾青. 后注漿抗壓樁受力性狀的試驗研究. 岩石力學與工程學報,2009, 28(3): 475-482. (EI收錄)
[40]張忠苗,張乾青*,張廣興. 軟土地區抗拔樁受力性狀的試驗研究. 浙江大學學報(工學版),2009, 43(11): 2114-2119. (EI收錄)
[2]發明專利:帶肋預應力管樁及其製作方法、鑽植法施工工藝,ZL 201310603224.7,排名第1。
[3]發明專利:用於樁底沉渣清理的清渣機及其工作方法,ZL 201610179878.5,排名第1。
[4]發明專利:一種樁身混凝土鑽芯補註漿裝置及補註漿方法,ZL 201610247091.8,排名第1。
[5]發明專利:一種斷層泥本構測定裝置及其測定方法,ZL 201610247092.2,排名第1。
[6]發明專利:可拆卸式自適應多級增阻高強中空注漿錨管及其施工方法,ZL 201510036013.9,排名第1。
[7]發明專利:一種岩土工程邊坡地表變形監測裝置與方法,ZL 201410566669.7,排名第1。
[8]發明專利:地震波探測方法中接收桿套筒拔除裝置及其使用方法,ZL 201510061622.X,第一完成人
[9]發明專利:一種隧道TSP信號接收桿拔除裝置及其使用方法,ZL 201510980730.7,第一完成人
[10]發明專利:一種壓力觸髮式水下灌注樁標高定位裝置及其使用方法,ZL 201510511514.8,第四完成人。
[1]張乾青著. 豎向受荷樁承載特性理論與工程應用,中國建築工業出版社,2016年11月出版.
[2]張乾青,張忠苗主編. 樁基工程,中國建築工業出版社,2018年5月出版.
[3]張廣興,張忠苗,管林波,張乾青. 工程地質,重慶大學出版社,2017年5月出版.
[4]張乾青參編,中國地質災害防治工程行業協會標準-抗滑樁治理工程設計規範 (T/CAGHP 003-2018),2018年1月發布.
[5]張乾青參編,中國地質災害防治工程行業協會標準-地質災害防治基本術語 (T/CAGHP 002-2018),2018年1月發布.
[1]2016年山東省科技進步一等獎(排名第4)
[2]2014年重慶市科技進步一等獎(排名第5)
[3]2015年教育部科技進步二等獎(排名第3)
[4]2017年上海市科技進步二等獎(排名第6)
[5]2012年浙江省科學技術獎三等獎(排名第6)
[6]2010年浙江省科學技術獎三等獎(排名第6)