Qianqing Zhang
PhD, Professor, PhD Tutor
Geotechnical and Structural Engineering Center
Selected Publications:
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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收录)
[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] 张健，李术才，张乾青*，李亮亮，贺鹏. 覆盖型岩溶地基注浆处理与效果检测分析[J]. 建筑结构学报, 2017, 38(9): 167-173. (EI收录)
[32] 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)
[33] 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)
[34] 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)
[35] 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)
[36] 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)
[37] 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)
[38] 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)
[39] 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)
[40] 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)
[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V1.0，2014SR026871，排名第1.
[2]软件著作权：考虑桩-土体系渐近变形的桩基承载特性分析软件V1.0，2018SR1054089，排名第1.
[3]软件著作权：考虑桩土体系相互作用的不同布桩模式下桩基承载特性分析软件V1.0，2018SR1028063，排名第1.
[4]发明专利：带肋预应力管桩及其制作方法、钻植法施工工艺，ZL 201310603224.7，排名第1.
[5]发明专利：用于桩底沉渣清理的清渣机及其工作方法，ZL 201610179878.5，排名第1.
[6]发明专利：一种桩身混凝土钻芯补注浆装置及补注浆方法，ZL 201610247091.8，排名第1.
[7]发明专利：一种断层泥本构测定装置及其测定方法，ZL 201610247092.2，排名第1.
[8]发明专利：可拆卸式自适应多级增阻高强中空注浆锚管及其施工方法，ZL 201510036013.9，排名第1.
[9]发明专利：一种岩土工程边坡地表变形监测装置与方法，ZL 201410566669.7，排名第1.
[10] 发明专利：一种用于滑坡模型试验的冲击力测试装置，ZL 201610246941.2，排名第1.
[1]张乾青著. 《竖向受荷桩承载特性理论与工程应用》，中国建筑工业出版社，2016年11月出版.
[2]张健，张乾青，崔伟著. 岩溶区桩基承载机理与稳定性评价，中国建筑工业出版社，2019年5月出版.
[3]张乾青，张忠苗主编. 高等学校规划教材-《桩基工程》，中国建筑工业出版社，2018年5月出版.
[4]张广兴，张忠苗，张乾青，管林波. 应用型本科院校土木工程专业系列教材-《工程地质》，重庆大学出版社，2017年5月出版.
[5]张乾青参编. 中国地质灾害防治工程行业协会标准：《抗滑桩治理工程设计规范》(T/CAGHP 003-2018)，2018年1月颁布.
[6]张乾青参编. 中国地质灾害防治工程行业协会标准：《地质灾害防治基本术语》(T/CAGHP 002-2018)，2018年1月颁布
