Education
2003.3~2006.8 Structural Engineering, Tongji Universit, Doctor’s degree
2000.9~2003.3 Geotechnical Engineering, Shandong University of Science and Technology, Master's degree
1992.9~1996.7 Civil Engineering, Shandong University of Science and Technology, Master's degree
Experience
2021.5~present Researcher/Associate Professor, School of Transportation, Tongji University
2011.3~2021.4 Associate Professor, School of Transportation Engineering, Tongji University
2007.7~2011.1 postdoctoral fellow, Mechanics Postdoctoral Station, Shanghai Jiao Tong University
2006.8~2011.2 lecturer, Department of Civil Engineering, Shanghai University of Technology
2016.12~2017.12 Visiting Scholar, University of Arizona, USA
2011.11 ~2011.12 Visiting Scholar, Nagoya Institute of Technology, Japan
Research interests
Construction mechanics of traffic tunnels and underground structures
Prefabricated and prefabricated underground structures and green construction
Microscopic simulation and testing technology for transportation rock and soil
Honors & Awards
[1] Key technology research on micro disturbance construction of shield tunneling near buildings in weathered uneven diorite strata. China Highway Society Science and Technology Award, third prize, 2023, first author.
[2] Key technology research on micro disturbance construction of shield tunneling near buildings in the diorite formation contained rich water. Shandong Rail Transit Science and Technology Award, second prize, 2021, first author.
[3] Key technologies and engineering applications of urban tunnel boring machine construction in complex geological environments. Science and Technology Award oThe China Construction Enterprise Association, first prize, 2020, third author.
[4] A large-size prefabricated enclosure structure and construction method for deep foundation pits, Shandong Province Patent Award, first prize, 2020, 6th author.
[5] Deformation and countermeasures of high-speed railway subgrade in operation in delta soft soil area, Third Prize for Scientific and Technological Progress of China Railway Society, 2014, 3rd author.
[6] Design Theory and Construction Control Technology of Soft Soil Shield Tunnels and Their Applications, First Prize of Science and Technology Progress in Higher Education Institutions of the Ministry of Education, 2007, 16th author.
Publications
[1]Qianwei, X., Hangfei, Y., Zhong, J., Jinli, X., Xiang, H., Li, Y., Li, J., The analysis for characteristic of particles movement and pressure balance stability in the shield soil chamber during the EPBS excavation in weathered diorite stratum,Engineering Failure Analysis, (2024), doi:https://doi.org/10.1016/j.engfailanal.2024.108029(SCI）
[2]Qianwei Xu,Jinli Xie, Linhai Lu, Yongji Wang, Chaojun Wu, Qiang Meng. Numerical and theoretical analysis on soil arching effect of prefabricated piles as deep foundation pit supports[J].Underground Space, 2024, 16, 314-330. (SCI）
[3]Qianwei Xu, Jinli Xie, Hehua Zhu, Linhai Lu. Supporting behavior evolution of ultra-deep circular diaphragm walls during excavation: Monitoring and assessment methods comparison[J].Tunnelling and Underground Space Technology, 2024, 143, 105495,https://doi.org/10.1016/j.tust.2023.105495. (SCI）
[4]Qianwei Xu,Jinli Xie, Linhai Lu, Chaojun Wu, Chaojun Wu, Yufeng Hang, Hui Yan. Flexural behavior on a novel socket joint connecting precast piles: A full-size experimental evaluation [J]. Case Studies in Construction Materials, 2024, 20, e02781,https://doi.org/10.1016/j.cscm.2023.e02781. (SCI）
[5]Qianwei Xu, Jinli Xie, Lianyang Zhang, et al. Failure analysis of progressive instability and deformation law of excavation face in sand cobble stratum under cutting disturbance by shield cutter,https://www.sciencedirect.com/science/article/pii/S1350630723006659Engineering Failure Analysis. Volume 154, December 2023, 154, 107711 (SCI）
[6]Xu, Q.; Xie, J.; Sun, Z.; Lu, L.; Yu, H. Stability Analysis of Trench Wall for Diaphragm Wall in Ultra-Deep Circular Foundation Pit: A Comprehensive Investigation. Appl. Sci. 2023, 13, 12037.https://doi.org/10.3390/app132112037. (SCI）
[7]Xu, Q.; Xie, J.; Zhou, F.; Tang, Z. Numerical Simulation and Analysis of the Causes and Distribution of Secondary Lining Cracks in Overlapping Railway Tunnels. Appl. Sci. 2023, 13, 6436.https://doi.org/10.3390/app13116436. (SCI）
[8]Fengjie Y, Yang L,Qianwei X, Yuanlin Z, Lisheng H, Ping Z and Yuebang C. (2022) Study on Mechanical Characteristics and Construction Control of the Railway Overlapping Tunnels. Front. Earth Sci. 10:857172. doi: 10.3389/feart.2022.857172. (SCI）
[9]Meng, Q.;Xu, Q.; Luo, X.;Chen, Y.; Li, T. Analytical Solutions for the Radial Consolidation of Unsaturated Foundation with Prefabricated Vertical Drain Based on Fourier Series Expansion Theory. Appl. Sci. 2021, 11, 9285.https://doi.org/10.3390/app11199285. (SCI）
[10]Qianwei Xu, Liangyang Zhang, Hehua Zhu, et al. Laboratory tests on conditioning the sandy cobble soil for EPB shield tunnelling and its field application[J].Tunnelling and Underground Space Technology, 2020, 105:103512. (SCI）
[11]Qianwei Xu, Hehua Zhu, Xianfeng Ma et al. A Case History of Shield Tunnel Crossing through Group Pile Foundation of a Road Bridge with Pile Underpinning Technologies in Shanghai [J].Tunnelling and Underground Space Technology, 2015,(45): 20-33. (SCI）
[12]Qianwei Xu, Hehua Zhu, Wenqi Ding, et al. Laboratory Model Tests and Field Investigations of Earth Pressure Balance Shield Machine Tunneling in Soft Ground. In Shanghai.Tunnelling and Underground Space Technology, 2011, 26:1–14. (SCI）
[13]XU Qianwei, ,JIANG Chengzhi, YE Yanwei, et al. Study on the Reasonable Spacing of the Excavation Face of Shallow-buried and Super-closed Upper and Lower Overlapped Tunnels[J]. Journal of Rallway Engineering Society, 2024，41（3）：73-79.（EI）
[14]Xu QianweiGong Zhenyu Sun Zili et al. Analysis on the monitoring results of construction deformation and internal force of ultra-deep circular foundation pit of Dianzhong Water Diversion Project[J]. China civil engineering journal. 2022，55（6）：102-111.（EI）
[15]XU Qianwei, HE Xiang, GONG Zhenyu, et al. Study on Spatial Migration Law and Force Transmission Characteristics of Sandy Cobble Particles in Shield Soil Chamber[J]. JOURNAL OF THE CHINA RAILWAY SOCIETY, 2022, 44(5): 149-156.（EI）
[16]XU Qianwei, HE Xiang, GONG Zhenyu, et al. Research on the Micro-disturbance Construction and Tunneling Parameters Control of Earth Pressure Balance Shield Machine in Sandy Cobble Stratum[J]. Journal of Rallway Engineering Society, 2020, 9(264): 72~77.（EI）
[17]XU Qianwei, HE Xiang, SUN Zili, et al. Local instability and deformation control practice of the weak surrounding rock in red beds in central yunnan province[J]. Journal of Rallway Engineering Society, 2020, 37(3): 61~66.（EI）
[18]Xu Qianwei, Wang Weixing, Sun Zili, et al. Model tests on failure characteristics of red weak surrounding rock of shallow buried tunnels[J]. Chinese Journal of Geotechnical Engineering. 2018, 40(s1): 37~41.（EI）
[19]Xu Qianwei, Ding Wenqi, Zhu Hehua, et al. Study on progressive unloading failure characteristics of super large tunnel in soft and weak rock mass[J]. China civil engineering journal. 2017, 50(1): 104~114.（EI）
[20]XU Qianwei, TANG Zhuohua, ZHU Hehua, et al. Limit support pressure at excavation face of shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(7): 1234~1240.（EI）
[21]XU Qianwei, CHENG Panpan, ZHU Hehua, et al. Experimental and numerical studies on progressive failure characteristics of weak surrounding rock mass of tunnel and its anchoring effect[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(4): 617~625.（EI）
[22]XU Qianwei, CHENG Panpan, ZHU Hehua, et al. Experimental study and numerical simulation on progressive failure characteristics of the fault-crossing tunnel surrounding rock[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 53(1): 433-445.（EI, FT5000）
[23]XU Qianwei, CHENG Panpan, CAI Yongchang, et al. Study on the shale creep properties of Goupitan hydropower station ship-lift base and its foundation treatment technology[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(S2):4094-4102.（EI, FT5000）
[24]Xu Qianwei, Su Peisen, Tang Zhuohua, et al. Numerical analysis on the settlement mechanism of high-speed railway subgrade and the reinforcement by grouting[J]. China civil engineering journal.2015, 48(S2): 268-273.（EI）
[25]XU Qianwei, ZHU Hehua, DING Wenqi. Study on the trapdoor model experiment of tunnel excavation in weak surrounding rock mass[J]. Journal of hydraulic engineering, 2014, 45(S2): 26-30.（EI）
[26]Xu Qianwei, Zhu Hehua, Ding Wenqi, et al. A Study of the Trapdoor Test of the Bolt-Support Effects in a Soft Rock Tunnel[J]. Modern tunnelling technology, 2014, 51(5): 108-113.（EI）
[27]Xu Qianwei,Zhang Jun. Experimental study on subsidence reduction by grouting for pile-raft composite foundation of service high-speed railway[J]. China civil engineering journal. 2013, 46(12): 97-107.（EI）
[28]XU Qianwei, ZHU Hehua, MA Xianfeng, et al. Pile underpinning and removing technology of shield tunnels crossing through group pile foundations of road bridges[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1217~1226.（EI）
[29]Xu Qianwei, Ding Wenqi, Zhu Hehua, et al.Experimental study on progressive failure properties of weak and fractured rock slopes with different anchoring modes [J]. China civil engineering journal,2012, 34(6),1069~1079.（EI）
[30]Xu Qianwei, Zhu Hehua, Ding Wenqi, et al.Model test study on the progressive failure of weak and fractured vertical rock slopes and the effect of anchoring [J]. Chinese Journal of Geotechnical Engineering,2012, 45(4): 139-147.（EI）
[31]Xu Qianwei, Ma Jing, Zhu Hehua. Pseudo-three-dimensional experimental study on tunnel face stability in weak and fractured rock mass[J]. China civil engineering journal,2011, 33(S1): 465-470..（EI）
[32]Xu Qianwei, Zhu Hehua, Ding Wenqi, et al.Cutting torque during tunnelling process of earth pressure balance shield machine in homogeneous ground [J]. Chinese Journal of Geotechnical Engineering,2010, 32(1):47-57.（EI）
[33]XU Qianwei, MA Xianfeng, ZHU Hehua,et al. C entrifugalm odel test on extradeep foundation pit excavations in soft ground [J]. China civil engineering journal,2009, 42(12):154-161..（EI）
[34]XU Qianwei, ZHU Hehua, LIAO Shaoming, et al. Analysis of reasonable thrust force during tunnel excavation in homogeneous soft ground by use of earth pressure balance shield machine[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(1):79-85.（EI）
[35]XU Qianwei, ZHU Hehua, LIAO Shaoming, et al. Experimental study on EPB shield tunnel construction in soft ground[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(12): 1849-1857.（EI）
[36]XU Qianwei, ZHU Hehua, LIAO Shaoming, et al. Model experimental study on stratum adaptability of tunnel excavation with epb shield machine in sandy stratum [J]. Chinese Journal of Rock Mechanics and Engineering,2006, s(1):2902-2909.（EI）
[37]XU Qianwei, YOU Chunan, LI Dayong. Analysis of construction influence of shield tunnel machine passing over old nearby tunnels[J].Rock and Soil Mechanics,2004, 25(z1):95-98.（EI）
[38]XU Qianwei, YOU Chunan, ZHU Hehual. STudy on 3d numerical simulation of prestressedanchor cable and its application[J]. Chinese Journal of Rock Mechanics and Engineering,2004, 23(z2): 4941-4945.（EI）