Curriculum Vitae
Prof.Dr.Liu Junwei
Qingdao University of Technology
School of Civil Engineering
Birth of Year：February 8,1983
Email: zjuljw@126.com
Telephone: (0086)15066198828
RESEARCH AREA AND TEAM
Prof. Liu Junwei holds the position of Associate Dean in School of Civil Engineering at Qingdao University of Technology (QUT). His research interests includes offshore foundation dynamics, disaster prevention and mitigation engineering and soil-structure interaction mechanism. In his tenure at QUT, he visited as a research scholar in Cambridge University, University College London and University of Surrey, maintaining a strong collaboration and working in various intricate projects. Prof. Liu has published a text-book with 20 other articles on SCI indexed journals and 31 articles on EI indexed journals. He also authorized 18 invention patents and owns copyrights for 25 practical new-type patents and software. Prof. Liu presided 2 projects for Natural Science Foundation of China and 11 other projects in provincial and ministerial levels. Prof. Liu has been awarded 8 academic level awards and 7 other major awards, securing first prizes at Qingdao S&T Progress, China Business Federation Science and Technology Progress and Heilongjiang Provincial Science & Technology Progress. He serves as an academic leader for “Shandong Provincial College Youth Innovation Team” and in other institutions including “Geotechnical Earthquake Engineering Committee of China”, “China Association for Engineering Construction Standardization”, “The Institution of Civil Engineering (ICE)” and “Shandong Province Civil Engineering Society”.
EMPLOYMENT HISTORY
10/2015–Present
Professor | Qingdao University of Technology, Qingdao, China
●Vice Dean, School of Civil Engineering (2018–Present)
●Associate Professor, School of Civil Engineering (2015–Present)
12/2015–12/2016
Visiting Scholar | University College London (UCL), UK
09/2012–09/2015
Lecturer | Qingdao University of Technology, Qingdao, China
EDUCATION
09/2008–2012/3
ZheJiang University, ZheJiang, China
PhD in Geotechnical Engineering
Supervisor: Professor Dr. Wang Lizhong
09/2001–07/2008
Qingdao University of Technology, Qingdao, China
Master in Geotechnical Engineering (2005–2008)
Supervisor: Professor Dr. Zhang Mingyi
Bachelor in Engineering Management (2001–2005)
CURRENT RESEARCH PROJECTS
[1] Study on life cycle disaster mechanism and disaster prevention design method of Shanghai embankment on soft soil foundation under complex service environment. National Natural Science Foundation of China,2021-2024, ¥ 668 thousand
[2] Dynamic response characteristics of offshore wind power pipe pile foundation in typhoon environment. National Natural Science Foundation Project. National Natural Science Foundation of China,2018-2021, ¥ 640 thousand
[3] Multi field coupling test equipment for open system of engineering geological environment in cold region. National major scientific research instrument and equipment development project,2017-2021, ¥ 8.19 million
[4] Offshore engineering disaster prevention and reduction team. Introduction and education plan for young and innovative talents in Colleges and universities of Shandong Province,2019-2021, ¥2 million
PUBLICATIONS
[1] Junwei Liu*, Nuo Duan, Liang Cui, Na Zhu. DEM investigation of installation responses of jacked open-ended piles. Acta Geotechnica, 2019, 14(6):1805-1819 DOI: 10.1007/s11440-019-00817-7.
[2] J.W. Liu, L. Cui, N. Zhu, B. Han*, J. Liu. Investigation of cyclic pile-sand interface weakening mechanism based on large-scale CNS cyclic direct shear tests[J]. Ocean Engineering, 2019, 194: 106650.
[3] Junwei Liu, Zhen Guo, Na Zhu, et al. Dynamic Response of Offshore Open-Ended Pile under Lateral Cyclic Loadings. Journal of Marine Science and Engineering. 2019, 7(5) DOI: 10.3390/jmse7050128
[4] Junwei Liu*, Jiao Yuan, Dong sheng Li, Bo Han*. Analytical solution for vertical site response analysis and its validation. Earthquake Engineering and Engineering Vibration, 2019, 18(1): 53-60.
[5] Junwei Liu*, Vinay Kumar Gadi, Ankit Garg, Suriya Prakash Ganesan, Anasua GuhaRay. A Novel Approach to Interpret Soil Moisture Content for Economical Monitoring of Urban Landscape, Sustainability, 2019,11(20):1-17.
[6] Junwei Liu, Zhen Guo*, Bo Han. Load Transfer of Offshore Open-ended Pipe Pile Considering the Effect of Soil Plugging.
Journal of Marine Science and Engineering, 2019, 7, 313.
doi:10.3390/jmse7090313.
[7] S. Paul, B. Panda, J. Liu, H. Zhu, H. Kumar, S. Bordoloi, and A. Garg, Assessment of Flexural and Splitting Strength of Fiber-Reinforced Concrete Using Artificial Intelligence, Advances in Civil Engineering Materials 8, no. 1 (0): 385-399.
[8] Nuo Duan, Helen Cheng, Junwei Liu*, DEM analysis of pile installation effect: comparing a bored and a driven pile. Granular matter. 2018, 20(3).
[9] LIU Jun-wei,WANG Li-zhong,ZHU Na,ZHANG Chun-wei,ZHAO Guo-xiao. Large-scale model test on installation characteristics of open-ended pipe pile，Chinese Journal of Engineering，2019, 41(2):269-277.
[10] LIU Junwei, WANG Mingming, LING Xianzhang, HUANG Xiaoyi, LI Xiaoling. Macroscopic and microscopic mechanism of cyclic degradation behavior on pile-sand interface，Journal of Harbin Institute of Technology，2019.
[11] Jian Liu, Xuanzheng Li, Junwei Liu, Bo Han. Numerical Investigation of Transition Mechanism between the Two Kinds of Compressional Waves in Saturated Geotechnical Media, International Journal of Geomechanics,2019,19(3) DOI: 10.1061/(ASCE)GM.1943-5622.0001345
[12] Zhou WJ , Wang LZ , Guo Z , Liu, JW, Rui SJ. A novel t-z model to predict the pile responses under axial cyclic loadings, Computers and Geotechnics, 2019, 112:120-134.
[13] LIU Jun-wei,ZHU Na,WANG Li-zhong,Shang Wen-chang.Degenerate mechanism of sand-steel interface under cyclic loading，Journal of Zhejiang University(Engineering Science),2018,52(6):1123-1130.
[14] Liu, J. W., Zhang, M. Y., Yu, F..CPT-correlated design method of open-ended concrete pipe pile[J]. ICE, Geotechnical Engineering, 2016, 169(3):240–249.
[15] Liu, J. W., Zhang, Z. M., Yu, F.. Termination criteria for jacked precast high-strength prestressed concrete pipe piles[J]. ICE, Geotechnical Engineering, 2013, 166(3):268–279.
[16] Liu, J. W., Zhang, Z. M., Yu, F.. Case history of installing instrumented jacked open-ended piles[J].
ASCE, Journal of Geotechnical and Geoenvironmental Engineering, 2012, 138(7):810–820.
[17] Liu, J. W., Zhang, Z. M., Yu, F.. Effect of soil set-up on the capacity of jacked concrete pipe piles in mixed soils[J]. Journal of Zhejiang University–Sci A, 2011, 12(8): 637–644.
[18] Zhang, M. Y., Liu, J. W.. The increase of wave velocity with time in concrete piles [J]. ICE, Geotechnical Engineering, 2011, 164(2): 27–31.
[19] Zhang, Q. Q., Zhang, Z. M., Yu, F., Liu, J. W.. Field performance of long bored piles within piled rafts[J]. ICE, Geotechnical Engineering, 2010, 163(6): 293–305.
[20] Liu, J. W.,Zhang, Z. M.,Zhang,Q. Q.. Open-Ended prestressed concrete pipe-piles jacked into soft clay interbeded with silt[J]. CNKI,Chinese Journal of Geotechnical Engineering.
[21] Chinese Journal of Geotechnical Engineering, 2011, 33(3): 448–453.
[22] Liu, J. W., Zhang, Z. M.. Prediction of ground responses due to single open-ended pile installation[J]. Electronic Journal of Geotechnical Engineering, 2011, 33(3): 448–453.
[23] Liu, J. W., Zhang, Z. M.. Measurement of residual force locked in open-ended pipe pile using FBG-based sensors[J]. Electronic Journal of Geotechnical Engineering, 2012, 7(O): 2145–2154.
[24] Liu Junwei, Zhao Chen, Xie jian, Yu Xiuxia. SIMULATION COMPUTATION OF COMPACTION EFFECT FOR OPEN-ENDED PIPE PILE BASED ON PLUGGING EFFECT[J]. Industrial Construction, 2014,44(2): 77–82.
[25] LIU Jun-wei, ZHANG Ming-yi, YU Feng, BAI Xiao-yu. Experimental study on interface shear fatigue between soils and PHC pipe piles[J].
Chinese Journal of Geotechnical Engineering, 2013,35(S2):1037–1040.
[26] Liu, J. W.,Zhang, Z. M.. Estimation of preformed pile friction fatigue from CNS shear test[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4):725–729.
[27] Liu, J. W.,Yu,F.,Zhang, Z. M.. Simulation of post-installation residual stress in preformed piles based on energy conservation[J].Rock and Soil Mechanics , 2012,33(4): 1227–1232.
[28] Liu,J.W.,Yu,F.,Zhang,Z.M.. Influence of Installation Method on Post-Installation Residual Stress in Preformed Piles[J]. Journal of Tianjin University, 2012, 45(11):481–486.
[29] Liu, J. W., Zhang M. Y., Kou, H. L.. Study of time effect on vertical bearing capacity of open-ended pipe pile[J]. Rock and Soil Mechanics, 2012, 33(S1):117–122.
[30] Liu, J. W.,Zhang M. Y.,Wang J. J.. Computational simulation of jacking force based on spherical cavity expansion theory and friction fatigue effect[J].Rock and Soil Mechanics, 2009, 30(4):1181–1185.
[31] Zhang, Z.M.,Liu, J. W.,Yu, F.. Research on plugging effect of jacked prestressed concrete pipe pile[J]. Rock and Soil Mechanics , 2011, 32(8): 2274–2280.
[32] Zhang, Z. M.,Liu, J. W.,Xie,Z. Z.. Experimental study on flexural and shearing property of reinforced prestressed concrete pipe pile[J]. Journal of Zhejiang University(Engineering Science), 2011, 45(6): 1074–1080.
[33] Zhang, M. Y.,Liu, J. W.,Zhang, Z. M.. Optimum design method of jacked piles based on interval re-pressed test[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(2):320–324.
[34] Zhang, Z. M.,Liu, J. W.,Yu,F. ,Zhang, Q. Q.. Relationship between terminative jacking force and ultimate bearing capacity of jacked pipe piles[J].Chinese Journal of Geotechnical Engineering, 2010, 32(8):1207–1213.
[35] Zhang, M. Y.,Liu, J. W. Time-effect of uplift bearing capacity of drilled grouting pile in ground of sandy soil and weathered sand rock[J].Rock and Soil Mechanics, 2008, 9(11):3153–3157.
[36] Zhang, M. Y.,Liu, J. W. ,Wang, J. J.. Adjusting-coefficient Method to Calculate Penetration Resistance of Jacked Piles[J].Journal of Civil, Architectural & Environmental Engineering, 2007, 29(6):35–39.
PATENTS
[1]A new prefabricated geothermal energy pipe pile, 2017.
[2]A simulation test method for pile-soil interface shear of an open concrete pipe pile, 2017.
[3]An experimental device and An experimental method for open-pipe pile with hammer penetration and static loading simulation, 2016.
[4]A simple model test device for concrete pipe pile compression process, 2016.
[5]An test device for open concrete pile-soil interface shear simulation, 2016.
[6]An assembled integrated pile structure, 2016.
[7]A test device for energy pile-soil interface direct shear, 2016.
[8]Temperature controlled pile-soil interface direct shear test device, 2016.
[9]A prefabricated geothermal energy pipe pile, 2017.
[10]A new type of high-strength precast geothermal energy concrete pipe pile, 2016.
[11]A test device for open concrete pipe pile interface shear simulation, 2015.
[12]A test device for a visual bilateral-open model pipe pile, 2017.
[13]A device for a pile bearing high-rise structure model test with dynamic loading, 2017.
[14]A multi-degree dynamic loading test device for pile foundation, 2017.
[15]Calculation software for pile-soil interface dynamic cyclic shear test model based on PFC2D, 2017 (software copyright)
[16]Open pipe pile and soil plug generation model calculation based on PFC2D, 2017. (software copyright)
[17]Calculation software for static pressure penetration model of closed pipe pile based on PFC2D software, 2017. (software copyright)
[18]Load cell test structure and test method of steel tube inclined pile self-balancing method, 2018.
[19]A prefabricated geothermal energy pipe pile, 2017.
[20]A new vibration pile sinking device, 2018.
[21]An installation and application method of a new type of vibration pile sinking device, 2018.
[22]A self-controlled pile sinking device in the laboratory, 2018.
[23]A method for installation and use of a self-controlled pile sinking device in the laboratory, 2018.
[24]A visual open double-wall model pipe pile test device, invention, 2018.
[25]A method for a kind of irregular open pipe pile with inner wall and its preparation, 2018.
[26] A test device and method for two-way dynamic loading of foundation, 2018.
[27]An test device and method for offshore wind and wave with dynamic loading, 2018.
[28]A rapid sheet pile sinking device and method, 2018.
[29]A device for precast pipe gallery pushing construction, 2018.
[30]A device for a pile bearing high-rise structure model with test dynamic loading, 2018.
[31]A torsion test device for offshore pile cap, 2019.
[32]An energy pile effect test device, 2018.
HONORS
[1] First prize of China Business Federation Science and Technology Award. Key technology and engineering application of service performance evaluation for subgrade of transportation, , 2018. (1/15)
[2] First prize of Heilongjiang Science and Technology Progress, Evaluation method of dam operation state and complete set of risk removal and reinforcement technology for dangerous reservoirs, 2016. (6/11)
[3] Second prize of Qingdao Science and Technology Progress, Green static pile driving technology research and engineering application, 2015. (1/9)
[4] Second prize of Excellent Scientific Research Achievements of Colleges and Universities in Shandong province, Research and application of key technology of end-open tubular pile bearing system, 2017. (1/5)
[5] Excellent Scientific Research Achievements of Colleges and Universities in Shandong province, Research and optimization design of the bearing capacity of static pressure open concrete pipe pile based on the whole life cycle, 2015. (1/6)
[6] Third prize of JHF Engineering Award Individual of Chinese Civil engineering society, Evaluation of the whole process bearing capacity of concrete pipe piles,: 2014. (1/1)
[7] Second prize of Natural Science Academic Award of Zhejiang Institute of Geotechnical Mechanics and Engineering, Design theory of bearing capacity of pipe pile based on analysis of soil plug response and soil squeezing effect. 2014. (2/3)
[8] Third prize of Scientific Research Achievement Award of Institutions of Higher Learning in Zhejiang province, Bearing capacity of open concrete pipe pile, 2012. (2/3)
[9] First prize of Qingdao science and technology progress award, Engineering properties of weathered granite foundation and related technology research and application, 2011. (6/10)
[10] Second prize of Excellent Scientific Research Achievements of Colleges and Universities in Shandong province, Development and engineering application of composite anti-floating bolt technology, 2017. (4/5)
[11] Ecological restoration technology of high and steep slope, Identification of Scientific and Technological Achievements: leading in China, 2014. (1/8)
[12] Research and optimization design of the bearing capacity of static pressure open concrete pipe piles throughout the whole life cycle. Scientific and Technological Achievements Appraisal: international advanced, 2014. (2/10)
[13] Prefabricated integrated pipe gallery, Scientific and Technological Achievements Appraisal: international advanced, 2017. (4/15)
