張乾青，山東濟寧人，中共黨員，工學博士(後)，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畫，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畫子課題、國家自然科學基金、山東省自然科學基金、中國博士後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）。
基本介紹
- 中文名：張乾青
- 國籍：中國
- 民族：漢族
- 出生地：山東省濟寧市
- 出生日期：1983-09
- 職業：教師
- 畢業院校：浙江大學
- 學位/學歷：博士/研究生
- 專業方向：樁基工程、基坑工程
- 職務：無
- 主要成就：山東省科技進步一等獎（排名第四），重慶市科技進步一等獎（排名第五），教育部科技進步二等獎（排名第三）
- 學術代表作：以第一或通訊作者發表（錄用）SCI論文33篇，EI論文25篇
代表性科研論文（帶*為通訊作者）,代表性軟體著作權和專利,論著和規範,榮譽獎勵,
代表性科研論文（帶*為通訊作者）
[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)
[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)
[31]張健，李術才，張乾青*，李亮亮，賀鵬. 覆蓋型岩溶地基注漿處理與效果檢測分析[J]. 建築結構學報, 2017, 38(9): 167-173.
[32] 林春金，張乾青*，梁發雲，張騫，劉洪亮. 考慮樁土體系漸進破壞的單樁承載特性分析. 岩土力學，2014, 35(4): 1131-1140. (EI收錄)
[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算法. 岩石力學與工程學報，2013, 32(3): 615-624. (EI收錄)
[34] 張乾青*，張忠苗. 群樁沉降簡化計算方法. 岩土力學，2012, 33(2): 382-388, 432. (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. 後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)
[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算法. 岩石力學與工程學報，2013, 32(3): 615-624. (EI收錄)
[34] 張乾青*，張忠苗. 群樁沉降簡化計算方法. 岩土力學，2012, 33(2): 382-388, 432. (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. 後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)
代表性軟體著作權和專利
[1]軟體著作權：基於荷載傳遞法的單樁非線性受力性狀分析軟體V1.0，2014SR026871，排名第1。
[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。
論著和規範
[1]張乾青著. 豎向受荷樁承載特性理論與工程套用，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.
榮譽獎勵
[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）
