Dr. Xu is an associate professor of Tongji University. He got the PhD degree at Tongji University in 2006. In 2011, he worked as a visiting professor at the Nagoya Institute of Technology. His Primary research interests are tunneling and geotechnical engineering, subgrade and foundation engineering, road and railway engineering. In the past decade, Dr. Xu took part in many national and provincial major scientific research projects, such as National Natural Science Foundation of China, National High Tech Research and development program and Research Program for Western China Communication, etc. He has published more than 60 papers in the different academic journal at home and aboard. He is also the co-author of three books. Presently, he is the editorial board member of international Journal of Civil Engineering and Architecture, and he also works as peer reviewers for many domestic academic journals, such as Chinese Journal of Geotechnical Engineering, Chinese Journal of Rock Mechanics and Engineering, Chinese Journal of Underground Space and Engineering, etc. In addition, he has 2 invention patents and 1 patent for utility models been authorized.
Education
Ph.D Candidate of Tongji University, Shanghai,
Master Degree in Science and Technology of Shandong University
Bachelor degree in Science and Technology of Shandong University
Experience
2011.3-present School of Transportation Engineering, Tongji University, Associate Professor
2007.7-2011.1 School of Naval Architecture, Ocean and Civil engineering, Shanghai Jiaotong University, Postdoctor
2006.8-2011.3 Department of civil engineering, University of Shanghai for Science and Technology, lecturer
1996.8-2000.8 China No.17 Metallurgical Construction Corp., Civil Engineer
Research interests
Tunneling and Geotechnical Engineering
Subgrade and Foundation Engineering
Road and railway engineering.
Honors & Awards
[1] Deformation characteristics of high speed railway subgrade in soft soil area of delta facies and its and countermeasures, The 3rd prize for Progress in Science and Technology of China Railway Society, 2007.1, Ranked No. 3 / total of 8.
[2] Design theories and construction control technologies of shield tunnel in soft ground and their applications, Education Ministry Prize for Progress in Science and Technology, 2007.1, Ranked No. 16 / total of 17.
[3] Study on the simulated model test of shield machine’s working parameters applicable to different stratum and its theoretical investigation, Excellent Doctoral Thesis of Tongji University, 2007.3.
[4] Study on failure mechanism of jointed rock mass and its anchoring effect, Excellent Thesis for Master Degree of Shandong Province, 2006.9.
Publications
[1] Xu Qianwei, Zhu Hehua, Ma Xianfeng etal. 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/EI）
[2] Xu Qianwei, Hehua Zhu, Wenqi Ding, et al. Experimental Study on Tunnel Face Stability in Weak and Fractured Rock Mass [J]. p 208-217, 2014, Rock Mechanics and Its Applications in Civil, Mining, and Petroleum Engineering, Proceedings of the 2014 GeoShanghai International Conference.（EI）
[3] Tang Zhuohua, Xu Qianwei, Yang Xinan et al., Laboratory Tests and Numerical Analysis on the Grouting Reinforcement Effect for Soft-soil Subgrade Settlement of High-speed Railway. Ground Improvement and Geosynthetics: Selected Papers from the Proceedings of the 2014 Geoshanghai International Conference, p 117-27, 2014.（EI）
[4] Xu Qianwei, Yang Xinan, Zhang Jun. Study on the field grouting experiments to reinforce the soft soil subgrade of high-speed railway in service [A]. International Symposium on Geotechnical Engineering for High-speed Transportation Infrastructure (IS-GeoTrans 2012), Hangzhou, China, October 27-28, 2012: 176-188.
[5] Xu Qianwei, Zhu Hehua, MA Xianfeng. Three-dimensional simulation on pile underpinning of shield tunnel crossing through the pile foundation of a road bridge [A]. 6th International Workshop on New Frontiers in Computational Geotechnics (NFCOMGEO-VI), IWS-TAKAYAMA, Japan, MAY 21-23, 2012.
[6] Huang Feng, Zhu Hehua, Xu Qianwei, et al., The effect of weal interlayer on the failure pattern of rock pattern of rock mass around tunnel[J], Tunnelling and Underground Space Technology, 35 (2013) 207–218. (SCI/EI）
[7] Xu Qian-wei, Zhu He-hua, Ding Wenqi, Ge Xiu-run. 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/EI）
[8] Zhu Hehua, Xu Qianwei, Ding Wenqi, et al., Experimental Study on the Progressive Failure and Its Anchoring Effect of Weak-broken Rock Vertical Slope [J], Frontiers of Architecture and Civil Engineering in China, 2011, 5(2): 208-224.
[9] Xu Qianwei, Zhu Hehua, Ge Xiurun. Physical Model Testing on earth pressure balance shield machine tunnelling in sand stratum. 7th International Conference on Physical Modelling in Geotechnics. JUNE, 2010:605-610.
[10] Xu Qianwei, MA Xianfeng, Zhu Hehua, et al., Centrifuge Study on Ultra-deep Foundation Pit Excavation in Soft Ground, Deep Foundations and Geotechnical in Situ Testing (Geo-Shanghai 2010), ASCE GSP/JUNE, 2010: 292-299.（EI）
[11] Xu Qianwei, Ma Xianfeng, Ma Zhongzheng. Application of pile underpinning technology on shield crossing through bridge piles foundation, The 6th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground (IS-Shanghai 2008), 2008, 356-361.
[12] Xu Qianwei, Zhu Hehua, Analysis on construction influence of shield machine passing beneath an old running subway tunnel, Underground construction and ground movement (Geo-Shanghai 2006), ASCE/JUNE, 2006:224-231.（EI）
[13] 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. (in Chinese)（EI）
[14] Xu Qianwei, Zhu Hehua, Ding Wenqi et al., Study on the trapdoor test of tunnel excavation in weak surrounding rock mass [J]. Journal of Hydraulic Engineering, 2014, 45(z2): 26-30. (in Chinese)（EI）
[15] 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. (in Chinese)（EI）
[16] Jin Wei, Ding Wenqi, Xu Qianwei et al., Model-Testing Technology for an Extra-Large Span Tunnel in Soft Rock [J]. Modern Tunnelling Technology, 2014, 51(5): 99-107. (in Chinese)（EI）
[17] 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. (in Chinese)（EI）
[18] 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. (in Chinese)（EI）
[19] 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]. Chinese Journal of Geotechnical Engineering, 2012, 34(6), 1069-1078. (in Chinese)（EI）
[20] Xu Qianweil, Zhu Hehua, Jin Fangfang, etal. Study on the Pullout Mechanism of Anchor Bolt in Weak and Fractured Rock Mass and Its Model Test [J]. Chinese Journal of Underground Space and Engineering. 2011, 7(5): 830-835. (in Chinese)
[21] Xu Qianwei, MA Jing, Zhu Hehua, etal. Pseudo-three-dimensional experimental study on tunnel face stability in weak and fractured rock mass [J]. 2011, 33(S1): 465-470. (in Chinese)（EI）
[22] Xu Qianwei, Zhu Hehua, Ding Wenqi et al. Analytic study on cutting torque during tunnelling process with earth pressure balance shield machine in homogeneous ground and its experimental verification [J], Chinese Journal of Geotechnical Engineering, 2010, 32(1):47-57. (in Chinese) （EI）
[23] Xu Qianwei, Zhu Hehua, Ding Wenqi et al., Experimental Study on Progressive Failure of Vertical Rock Slope [J], Chinese Journal of Underground Space and Engineering, 2010, 6(1):33-37. (in Chinese)
[24] Zhu Hehua, Huang Feng, Xu Qianwei, et al., Model test and numerical simulation for progressive failure of weak and fractured tunnel surrounding rock under different overburden depths [J], Chinese Journal of Rock Mechanics and Engineering, 2010, 29(6):1113-1122. (in Chinese) （EI）
[25] Xu Qianwei, Zhang Yanxia, Ma Xianfeng, et al., Application of Underpinning and Removing Technologies of Pile Foundation when Shield Machine Crossing through Pile Foundations of Road Bridge [J]. Architecture Technology, 2010, 41(3), 211-214. (in Chinese)
[26] Xu Qianwei, Ma Xianfeng, Zhu Hehua et al., Centrifuge model test on extra-deep foundation pit excavation in soft ground [J], China Civil Engineering Journal, 2009, 42(12): 1-8. (in Chinese) （EI）
[27] Xu Qianwei, Zhu Hehua, Liao Shao-ming 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. (in Chinese) (EI)
[28] Xu Qianwei, Zhu Hehua, Liao Shao-ming et al., Experimental study on thrust force and cutter head torque of shield machine tunneling in sand stratum [J], Modern Tunnelling Technology, 2008, z:178-182. (in Chinese)
[29] 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. (in Chinese) (EI)
[30] Zhu Hehua, Xu Qianwei, Zheng Qi-zhen et al., Experimental study on working parameters of EPB shield machine tunneling in soft ground [J], China Civil Engineering Journal, 2007, 40(9): 87-94. (in Chinese) (EI)
[31] Zhu Hehua, Xu Qianwei, Liao Shaoming et al., Experimental study on thrust force during tunnel excavation with earth pressure balance shield machine [J], Rock and Soil Mechanics, 2007, 28(8) :1587-1594. (in Chinese) (EI)
[32] Xu Qianwei, Zhu Hehua, Analysis on construction influence of shield machine passing beneath an old running subway tunnel [A], Underground construction and ground movement (Geo-Shanghai 2006), ASCE/JUNE, 2006:224-231. (EI)
[33] Xu Qianwei, Zhu H-hua, Liao Shaoming et al., 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. (in Chinese) (EI)
[34] Xu Qianwei, Zhu Hehua, Liao Shaoming et al., Design on Model Test of Tunnel Excavation with EPB Shield Machine in Sand Stratum [J], Chinese Journal of Underground Space and Engineering, 2006, 2(3):361-164. (in Chinese)
[35] Zhu Hehua, Xu Qianwei, Liao Shao-ming et al., Experimental study on working parameters of EPB shield machine [J], Chinese Journal of Geotechnical Engineering, 2006, 25(5):553-557. (in Chinese) (EI)
[36] Zhu He-hua, Xu Qianwei, Fu De-ming et al., Study on design principle of shield machine applicable to different strata [J], Rock and Soil Mechanics, 2006. 27(9):1437-1441. (in Chinese) (EI)
[37] Xu Qianwei Zhu H-hua Liu Xuezeng. Study on the Cost Reducing of Shield Tunnel Construction [J], Chinese Journal of Underground Space and Engineering, 2005, 1(3):470-473. (in Chinese)
[38] Xu Qianwei, You Chunan, Zhu Hehua. Research on 3D Numerical Simulation of Prestressed Anchor Cable and Its Anchoring mechanism [J], Chinese Journal of Underground Space and Engineering, 2005, 1(2):214-218. (in Chinese)
[39] Xu Qianwei,You Chunan ,Li Da-yong. Analysis on construction influence of shield tunnel machine passing over old nearby tunnels [J], Rock and Soil Mechanics, 2004, 25(z1):95-98. (in Chinese) （EI）
[40] Xu Qianwei, You Chunan, Zhu Hehua. Research on 3D Numerical Simulation of Prestressed Anchor Cable and Its Application [J], Chinese Journal of Rock Mechanics and Engineering, 2004, 23(z2): 4941-4945. (in Chinese) （EI）
Education
Ph.D Candidate of Tongji University, Shanghai,
Master Degree in Science and Technology of Shandong University
Bachelor degree in Science and Technology of Shandong University
Experience
2011.3-present School of Transportation Engineering, Tongji University, Associate Professor
2007.7-2011.1 School of Naval Architecture, Ocean and Civil engineering, Shanghai Jiaotong University, Postdoctor
2006.8-2011.3 Department of civil engineering, University of Shanghai for Science and Technology, lecturer
1996.8-2000.8 China No.17 Metallurgical Construction Corp., Civil Engineer
Research interests
Tunneling and Geotechnical Engineering
Subgrade and Foundation Engineering
Road and railway engineering.
Honors & Awards
[1] Deformation characteristics of high speed railway subgrade in soft soil area of delta facies and its and countermeasures, The 3rd prize for Progress in Science and Technology of China Railway Society, 2007.1, Ranked No. 3 / total of 8.
[2] Design theories and construction control technologies of shield tunnel in soft ground and their applications, Education Ministry Prize for Progress in Science and Technology, 2007.1, Ranked No. 16 / total of 17.
[3] Study on the simulated model test of shield machine’s working parameters applicable to different stratum and its theoretical investigation, Excellent Doctoral Thesis of Tongji University, 2007.3.
[4] Study on failure mechanism of jointed rock mass and its anchoring effect, Excellent Thesis for Master Degree of Shandong Province, 2006.9.
Publications
[1] Xu Qianwei, Zhu Hehua, Ma Xianfeng etal. 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/EI）
[2] Xu Qianwei, Hehua Zhu, Wenqi Ding, et al. Experimental Study on Tunnel Face Stability in Weak and Fractured Rock Mass [J]. p 208-217, 2014, Rock Mechanics and Its Applications in Civil, Mining, and Petroleum Engineering, Proceedings of the 2014 GeoShanghai International Conference.（EI）
[3] Tang Zhuohua, Xu Qianwei, Yang Xinan et al., Laboratory Tests and Numerical Analysis on the Grouting Reinforcement Effect for Soft-soil Subgrade Settlement of High-speed Railway. Ground Improvement and Geosynthetics: Selected Papers from the Proceedings of the 2014 Geoshanghai International Conference, p 117-27, 2014.（EI）
[4] Xu Qianwei, Yang Xinan, Zhang Jun. Study on the field grouting experiments to reinforce the soft soil subgrade of high-speed railway in service [A]. International Symposium on Geotechnical Engineering for High-speed Transportation Infrastructure (IS-GeoTrans 2012), Hangzhou, China, October 27-28, 2012: 176-188.
[5] Xu Qianwei, Zhu Hehua, MA Xianfeng. Three-dimensional simulation on pile underpinning of shield tunnel crossing through the pile foundation of a road bridge [A]. 6th International Workshop on New Frontiers in Computational Geotechnics (NFCOMGEO-VI), IWS-TAKAYAMA, Japan, MAY 21-23, 2012.
[6] Huang Feng, Zhu Hehua, Xu Qianwei, et al., The effect of weal interlayer on the failure pattern of rock pattern of rock mass around tunnel[J], Tunnelling and Underground Space Technology, 35 (2013) 207–218. (SCI/EI）
[7] Xu Qian-wei, Zhu He-hua, Ding Wenqi, Ge Xiu-run. 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/EI）
[8] Zhu Hehua, Xu Qianwei, Ding Wenqi, et al., Experimental Study on the Progressive Failure and Its Anchoring Effect of Weak-broken Rock Vertical Slope [J], Frontiers of Architecture and Civil Engineering in China, 2011, 5(2): 208-224.
[9] Xu Qianwei, Zhu Hehua, Ge Xiurun. Physical Model Testing on earth pressure balance shield machine tunnelling in sand stratum. 7th International Conference on Physical Modelling in Geotechnics. JUNE, 2010:605-610.
[10] Xu Qianwei, MA Xianfeng, Zhu Hehua, et al., Centrifuge Study on Ultra-deep Foundation Pit Excavation in Soft Ground, Deep Foundations and Geotechnical in Situ Testing (Geo-Shanghai 2010), ASCE GSP/JUNE, 2010: 292-299.（EI）
[11] Xu Qianwei, Ma Xianfeng, Ma Zhongzheng. Application of pile underpinning technology on shield crossing through bridge piles foundation, The 6th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground (IS-Shanghai 2008), 2008, 356-361.
[12] Xu Qianwei, Zhu Hehua, Analysis on construction influence of shield machine passing beneath an old running subway tunnel, Underground construction and ground movement (Geo-Shanghai 2006), ASCE/JUNE, 2006:224-231.（EI）
[13] 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. (in Chinese)（EI）
[14] Xu Qianwei, Zhu Hehua, Ding Wenqi et al., Study on the trapdoor test of tunnel excavation in weak surrounding rock mass [J]. Journal of Hydraulic Engineering, 2014, 45(z2): 26-30. (in Chinese)（EI）
[15] 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. (in Chinese)（EI）
[16] Jin Wei, Ding Wenqi, Xu Qianwei et al., Model-Testing Technology for an Extra-Large Span Tunnel in Soft Rock [J]. Modern Tunnelling Technology, 2014, 51(5): 99-107. (in Chinese)（EI）
[17] 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. (in Chinese)（EI）
[18] 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. (in Chinese)（EI）
[19] 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]. Chinese Journal of Geotechnical Engineering, 2012, 34(6), 1069-1078. (in Chinese)（EI）
[20] Xu Qianweil, Zhu Hehua, Jin Fangfang, etal. Study on the Pullout Mechanism of Anchor Bolt in Weak and Fractured Rock Mass and Its Model Test [J]. Chinese Journal of Underground Space and Engineering. 2011, 7(5): 830-835. (in Chinese)
[21] Xu Qianwei, MA Jing, Zhu Hehua, etal. Pseudo-three-dimensional experimental study on tunnel face stability in weak and fractured rock mass [J]. 2011, 33(S1): 465-470. (in Chinese)（EI）
[22] Xu Qianwei, Zhu Hehua, Ding Wenqi et al. Analytic study on cutting torque during tunnelling process with earth pressure balance shield machine in homogeneous ground and its experimental verification [J], Chinese Journal of Geotechnical Engineering, 2010, 32(1):47-57. (in Chinese) （EI）
[23] Xu Qianwei, Zhu Hehua, Ding Wenqi et al., Experimental Study on Progressive Failure of Vertical Rock Slope [J], Chinese Journal of Underground Space and Engineering, 2010, 6(1):33-37. (in Chinese)
[24] Zhu Hehua, Huang Feng, Xu Qianwei, et al., Model test and numerical simulation for progressive failure of weak and fractured tunnel surrounding rock under different overburden depths [J], Chinese Journal of Rock Mechanics and Engineering, 2010, 29(6):1113-1122. (in Chinese) （EI）
[25] Xu Qianwei, Zhang Yanxia, Ma Xianfeng, et al., Application of Underpinning and Removing Technologies of Pile Foundation when Shield Machine Crossing through Pile Foundations of Road Bridge [J]. Architecture Technology, 2010, 41(3), 211-214. (in Chinese)
[26] Xu Qianwei, Ma Xianfeng, Zhu Hehua et al., Centrifuge model test on extra-deep foundation pit excavation in soft ground [J], China Civil Engineering Journal, 2009, 42(12): 1-8. (in Chinese) （EI）
[27] Xu Qianwei, Zhu Hehua, Liao Shao-ming 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. (in Chinese) (EI)
[28] Xu Qianwei, Zhu Hehua, Liao Shao-ming et al., Experimental study on thrust force and cutter head torque of shield machine tunneling in sand stratum [J], Modern Tunnelling Technology, 2008, z:178-182. (in Chinese)
[29] 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. (in Chinese) (EI)
[30] Zhu Hehua, Xu Qianwei, Zheng Qi-zhen et al., Experimental study on working parameters of EPB shield machine tunneling in soft ground [J], China Civil Engineering Journal, 2007, 40(9): 87-94. (in Chinese) (EI)
[31] Zhu Hehua, Xu Qianwei, Liao Shaoming et al., Experimental study on thrust force during tunnel excavation with earth pressure balance shield machine [J], Rock and Soil Mechanics, 2007, 28(8) :1587-1594. (in Chinese) (EI)
[32] Xu Qianwei, Zhu Hehua, Analysis on construction influence of shield machine passing beneath an old running subway tunnel [A], Underground construction and ground movement (Geo-Shanghai 2006), ASCE/JUNE, 2006:224-231. (EI)
[33] Xu Qianwei, Zhu H-hua, Liao Shaoming et al., 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. (in Chinese) (EI)
[34] Xu Qianwei, Zhu Hehua, Liao Shaoming et al., Design on Model Test of Tunnel Excavation with EPB Shield Machine in Sand Stratum [J], Chinese Journal of Underground Space and Engineering, 2006, 2(3):361-164. (in Chinese)
[35] Zhu Hehua, Xu Qianwei, Liao Shao-ming et al., Experimental study on working parameters of EPB shield machine [J], Chinese Journal of Geotechnical Engineering, 2006, 25(5):553-557. (in Chinese) (EI)
[36] Zhu He-hua, Xu Qianwei, Fu De-ming et al., Study on design principle of shield machine applicable to different strata [J], Rock and Soil Mechanics, 2006. 27(9):1437-1441. (in Chinese) (EI)
[37] Xu Qianwei Zhu H-hua Liu Xuezeng. Study on the Cost Reducing of Shield Tunnel Construction [J], Chinese Journal of Underground Space and Engineering, 2005, 1(3):470-473. (in Chinese)
[38] Xu Qianwei, You Chunan, Zhu Hehua. Research on 3D Numerical Simulation of Prestressed Anchor Cable and Its Anchoring mechanism [J], Chinese Journal of Underground Space and Engineering, 2005, 1(2):214-218. (in Chinese)
[39] Xu Qianwei,You Chunan ,Li Da-yong. Analysis on construction influence of shield tunnel machine passing over old nearby tunnels [J], Rock and Soil Mechanics, 2004, 25(z1):95-98. (in Chinese) （EI）
[40] Xu Qianwei, You Chunan, Zhu Hehua. Research on 3D Numerical Simulation of Prestressed Anchor Cable and Its Application [J], Chinese Journal of Rock Mechanics and Engineering, 2004, 23(z2): 4941-4945. (in Chinese) （EI）
Research interests
Tunneling and Geotechnical Engineering
Subgrade and Foundation Engineering
Road and railway engineering.
Honors & Awards
[1] Deformation characteristics of high speed railway subgrade in soft soil area of delta facies and its and countermeasures, The 3rd prize for Progress in Science and Technology of China Railway Society, 2007.1, Ranked No. 3 / total of 8.
[2] Design theories and construction control technologies of shield tunnel in soft ground and their applications, Education Ministry Prize for Progress in Science and Technology, 2007.1, Ranked No. 16 / total of 17.
[3] Study on the simulated model test of shield machine’s working parameters applicable to different stratum and its theoretical investigation, Excellent Doctoral Thesis of Tongji University, 2007.3.
[4] Study on failure mechanism of jointed rock mass and its anchoring effect, Excellent Thesis for Master Degree of Shandong Province, 2006.9.
Publications
[1] Xu Qianwei, Zhu Hehua, Ma Xianfeng etal. 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/EI）
[2] Xu Qianwei, Hehua Zhu, Wenqi Ding, et al. Experimental Study on Tunnel Face Stability in Weak and Fractured Rock Mass [J]. p 208-217, 2014, Rock Mechanics and Its Applications in Civil, Mining, and Petroleum Engineering, Proceedings of the 2014 GeoShanghai International Conference.（EI）
[3] Tang Zhuohua, Xu Qianwei, Yang Xinan et al., Laboratory Tests and Numerical Analysis on the Grouting Reinforcement Effect for Soft-soil Subgrade Settlement of High-speed Railway. Ground Improvement and Geosynthetics: Selected Papers from the Proceedings of the 2014 Geoshanghai International Conference, p 117-27, 2014.（EI）
[4] Xu Qianwei, Yang Xinan, Zhang Jun. Study on the field grouting experiments to reinforce the soft soil subgrade of high-speed railway in service [A]. International Symposium on Geotechnical Engineering for High-speed Transportation Infrastructure (IS-GeoTrans 2012), Hangzhou, China, October 27-28, 2012: 176-188.
[5] Xu Qianwei, Zhu Hehua, MA Xianfeng. Three-dimensional simulation on pile underpinning of shield tunnel crossing through the pile foundation of a road bridge [A]. 6th International Workshop on New Frontiers in Computational Geotechnics (NFCOMGEO-VI), IWS-TAKAYAMA, Japan, MAY 21-23, 2012.
[6] Huang Feng, Zhu Hehua, Xu Qianwei, et al., The effect of weal interlayer on the failure pattern of rock pattern of rock mass around tunnel[J], Tunnelling and Underground Space Technology, 35 (2013) 207–218. (SCI/EI）
[7] Xu Qian-wei, Zhu He-hua, Ding Wenqi, Ge Xiu-run. 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/EI）
[8] Zhu Hehua, Xu Qianwei, Ding Wenqi, et al., Experimental Study on the Progressive Failure and Its Anchoring Effect of Weak-broken Rock Vertical Slope [J], Frontiers of Architecture and Civil Engineering in China, 2011, 5(2): 208-224.
[9] Xu Qianwei, Zhu Hehua, Ge Xiurun. Physical Model Testing on earth pressure balance shield machine tunnelling in sand stratum. 7th International Conference on Physical Modelling in Geotechnics. JUNE, 2010:605-610.
[10] Xu Qianwei, MA Xianfeng, Zhu Hehua, et al., Centrifuge Study on Ultra-deep Foundation Pit Excavation in Soft Ground, Deep Foundations and Geotechnical in Situ Testing (Geo-Shanghai 2010), ASCE GSP/JUNE, 2010: 292-299.（EI）
[11] Xu Qianwei, Ma Xianfeng, Ma Zhongzheng. Application of pile underpinning technology on shield crossing through bridge piles foundation, The 6th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground (IS-Shanghai 2008), 2008, 356-361.
[12] Xu Qianwei, Zhu Hehua, Analysis on construction influence of shield machine passing beneath an old running subway tunnel, Underground construction and ground movement (Geo-Shanghai 2006), ASCE/JUNE, 2006:224-231.（EI）
[13] 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. (in Chinese)（EI）
[14] Xu Qianwei, Zhu Hehua, Ding Wenqi et al., Study on the trapdoor test of tunnel excavation in weak surrounding rock mass [J]. Journal of Hydraulic Engineering, 2014, 45(z2): 26-30. (in Chinese)（EI）
[15] 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. (in Chinese)（EI）
[16] Jin Wei, Ding Wenqi, Xu Qianwei et al., Model-Testing Technology for an Extra-Large Span Tunnel in Soft Rock [J]. Modern Tunnelling Technology, 2014, 51(5): 99-107. (in Chinese)（EI）
[17] 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. (in Chinese)（EI）
[18] 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. (in Chinese)（EI）
[19] 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]. Chinese Journal of Geotechnical Engineering, 2012, 34(6), 1069-1078. (in Chinese)（EI）
[20] Xu Qianweil, Zhu Hehua, Jin Fangfang, etal. Study on the Pullout Mechanism of Anchor Bolt in Weak and Fractured Rock Mass and Its Model Test [J]. Chinese Journal of Underground Space and Engineering. 2011, 7(5): 830-835. (in Chinese)
[21] Xu Qianwei, MA Jing, Zhu Hehua, etal. Pseudo-three-dimensional experimental study on tunnel face stability in weak and fractured rock mass [J]. 2011, 33(S1): 465-470. (in Chinese)（EI）
[22] Xu Qianwei, Zhu Hehua, Ding Wenqi et al. Analytic study on cutting torque during tunnelling process with earth pressure balance shield machine in homogeneous ground and its experimental verification [J], Chinese Journal of Geotechnical Engineering, 2010, 32(1):47-57. (in Chinese) （EI）
[23] Xu Qianwei, Zhu Hehua, Ding Wenqi et al., Experimental Study on Progressive Failure of Vertical Rock Slope [J], Chinese Journal of Underground Space and Engineering, 2010, 6(1):33-37. (in Chinese)
[24] Zhu Hehua, Huang Feng, Xu Qianwei, et al., Model test and numerical simulation for progressive failure of weak and fractured tunnel surrounding rock under different overburden depths [J], Chinese Journal of Rock Mechanics and Engineering, 2010, 29(6):1113-1122. (in Chinese) （EI）
[25] Xu Qianwei, Zhang Yanxia, Ma Xianfeng, et al., Application of Underpinning and Removing Technologies of Pile Foundation when Shield Machine Crossing through Pile Foundations of Road Bridge [J]. Architecture Technology, 2010, 41(3), 211-214. (in Chinese)
[26] Xu Qianwei, Ma Xianfeng, Zhu Hehua et al., Centrifuge model test on extra-deep foundation pit excavation in soft ground [J], China Civil Engineering Journal, 2009, 42(12): 1-8. (in Chinese) （EI）
[27] Xu Qianwei, Zhu Hehua, Liao Shao-ming 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. (in Chinese) (EI)
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[29] 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. (in Chinese) (EI)
[30] Zhu Hehua, Xu Qianwei, Zheng Qi-zhen et al., Experimental study on working parameters of EPB shield machine tunneling in soft ground [J], China Civil Engineering Journal, 2007, 40(9): 87-94. (in Chinese) (EI)
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[33] Xu Qianwei, Zhu H-hua, Liao Shaoming et al., 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. (in Chinese) (EI)
[34] Xu Qianwei, Zhu Hehua, Liao Shaoming et al., Design on Model Test of Tunnel Excavation with EPB Shield Machine in Sand Stratum [J], Chinese Journal of Underground Space and Engineering, 2006, 2(3):361-164. (in Chinese)
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[36] Zhu He-hua, Xu Qianwei, Fu De-ming et al., Study on design principle of shield machine applicable to different strata [J], Rock and Soil Mechanics, 2006. 27(9):1437-1441. (in Chinese) (EI)
[37] Xu Qianwei Zhu H-hua Liu Xuezeng. Study on the Cost Reducing of Shield Tunnel Construction [J], Chinese Journal of Underground Space and Engineering, 2005, 1(3):470-473. (in Chinese)
[38] Xu Qianwei, You Chunan, Zhu Hehua. Research on 3D Numerical Simulation of Prestressed Anchor Cable and Its Anchoring mechanism [J], Chinese Journal of Underground Space and Engineering, 2005, 1(2):214-218. (in Chinese)
[39] Xu Qianwei,You Chunan ,Li Da-yong. Analysis on construction influence of shield tunnel machine passing over old nearby tunnels [J], Rock and Soil Mechanics, 2004, 25(z1):95-98. (in Chinese) （EI）
[40] Xu Qianwei, You Chunan, Zhu Hehua. Research on 3D Numerical Simulation of Prestressed Anchor Cable and Its Application [J], Chinese Journal of Rock Mechanics and Engineering, 2004, 23(z2): 4941-4945. (in Chinese) （EI）