Surname: Xu
First name: Tao
Researcher ID: 0000-0001-6958-7944
Degrees
12.2018, Doctor of Philosophy in Civil Engineering, Ghent University
07.2014, Master of Engineering in Architectural and Civil Engineering, Harbin Institute of Technology
06.2011, Bachelor of Engineering in Civil Engineering, Northwest University for Nationalities
Current employment
09.2021-Present, Associate Professor, Southeast University, City of Nanjing, China
Previous work experience
03.2021-08.2021, Postdoctoral Fellow, University of Macau, Macau SAR, China
02.2020-01.2021, Postdoctoral Fellow, Colorado School of Mines, Golden, U.S.
03.2019-01-2020, Postdoctoral Fellow, University of Macau, Macau SAR, China
Research output
Publication’s access: https://scholar.google.com/citations?user=SzkSIuMAAAAJ&hl=zh-CN
Teaching merits
Courses Teaching:
Undergraduate Level: Engineering Geology and Soil Mechanics, Foundation Engineering, Tunnel Engineering
Postgraduate Level: Underground Structure Design
List of Publications
Journal Papers with Peer Review Process
[1]. Jiaxin Liang, Wei Liu, Tao Xu. (2023). Tunnelling-induced ground deformation subjected to behaviour of tail grouting materials. Tunnelling and Underground Space Technology, 140: 105253.
[2]. Su Qin, Wan-Huan Zhou*, Tao Xu. (2023). Effects of seawater on the infiltration behaviour of bentonite slurry into sand. Construction and Building Materials, 371: 130759.
[3]. Su Qin, Tao Xu, Wan-Huan Zhou*. (2023). Infiltration behaviour and microstructure of filter cake from sand-modified bentonite slurry. Transport Geotechnics, https://doi.10.1016/j.trgeo.2023.100963.
[4]. Tao Xu, Wan-Huan Zhou*, Adam Bezuijen, Su Qin. (2022). Effects of sand and slurry characteristics on the pressure infiltration of bentonite slurry into saturated sand. Géotechnique, https://doi.org/10.1680/jgeot.21.00133.
[5]. Tao Xu*, Adam Bezuijen, Markus Thewes. (2022). Pressure infiltration characteristics of foam for EPB shield tunnelling in saturated sand – Part 2: Soil-foam-mixture. Géotechnique, 72 (4): 295-308.
[6]. Tao Xu*, Adam Bezuijen, Markus Thewes. (2022). Pressure infiltration characteristics of foam for EPB shield tunnelling in saturated sand – Part 1: Clean foam. Géotechnique, 72 (4): 283-294.
[7]. Su Qin, Tao Xu, Wan-Huan, Zhou*. (2022). Analysis of spatiotemporal variations of excess pore water pressure during mechanized tunneling using genetic programming. Acta Geotechnicia, https://doi.org/10.1007/s11440-022-01728-w.
[8]. Yang Cheng, Wan-Huan Zhou*, Tao Xu. (2022). Tunneling-induced settlement prediction using the hybrid feature selection method for feature optimization. Transportation Geotechnics, https://doi.org/10.1016/j.trgeo.2022.100808.
[9]. Chuantan Hou, Qiujing Pan*, Tao Xu, Fu Huang, Xiaoli Yang. (2022). Three-dimensional tunnel face stability considering slurry pressure transfer mechanisms. Tunnelling and Underground Space Technology, 125 (2): 104524.
[10]. Jiazheng Zhong, Shuying Wang*, Pengfei Liu, Zhengri Liu, Tao Xu. (2022). Investigation of the dynamic characteristics of muck during EPB shield tunnelling in a full chamber model using a CFD method. KSCE Journal of Civil Engineering, 26 (9), 4103-4116.
[11]. Shao-Heng He, Meisam Goudarzy, Zhi Ding*, Yifei Sun, Tao Xu, Qiong-Fang Zhang. (2022). Small-strain shear modulus (Gmax) and microscopic pore structure of calcareous sand with different grain size distributions. Granular Matter, 24 (4), 1-21.
[12]. Tao Xu*, Adam Bezuijen, Wout Broere. (2021). Analytical solutions for excess pore water pressure generated by TBM tunnelling in a semi-confined aquifer. Tunnelling and Underground Space Technology, 118: 104162.
[13]. Su Qin#, Tao Xu, Wan-Huan Zhou*. (2021). Predicting pore water pressure in front of a TBM using deep learning approach. International Journal of Geomechanics, 21(8): 04021140.
[14]. Zhi Ding, Shu-Yu He, Wan-Huan Zhou*, Tao Xu, Shao-Heng He, Xiao Zhang. (2021). Analysis of ground deformation induced by shield tunneling considering the effects of muck discharge and grouting. Transportation Geotechnics, 30 (1): 100629.
[15]. Haibo Wang, Shuying Wang*, Jiazheng Zhong, Tongming Qu, Zhengri Liu, Tao Xu, Peifei Liu. (2021). Undrained compressibility characteristics and pore pressure calculation model of foam-conditioned sand. Tunnelling and Underground Space Technology, 118 (3): 104161.
[16]. Wei-Bin Chen, Tao Xu, Wan-Huan Zhou*. (2020). Micro-mechanical analysis of smooth geomembrane-sand interactions using finite difference-discrete element framework. Geotextile & Geomembrane, 49 (1): 276-288.
[17]. Jinquan Shi*, Wim Haegeman, Tao Xu. (2020). Effect of non-plastic fines on the anisotropic small strain stiffness of a calcareous sand. Soil Dynamics and Earthquake Engineering, 139: 106381.
[18]. Qinxin Hu, Shuying Wang*, Tongming Qu, Tao Xu, Shuo Huang, Haibo Wang. (2020). Effect of hydraulic gradient on the permeability characteristics of foam-conditioned sand for mechanized tunnelling. Tunnelling and Underground Space Technology, 99: 103377.
[19]. Tao Xu*, Adam Bezuijen. (2019). Bentonite slurry infiltration in sand, filter cake formation under various conditions. Géotechnique, 69 (12): 1095-1106.
[20]. Tao Xu*, Adam Bezuijen. (2019). Pressure infiltration characteristics of bentonite slurry. Géotechnique, 69 (4): 364-368.
[21]. Tao Xu*, Adam Bezuijen. (2019). Experimental study on the mechanisms of bentonite slurry penetration in front of a slurry TBM. Tunnelling and Underground Space Technology, 93: 103052.
[22]. Rui Chen, Tao Xu*, Yanru Zhao, Gang Deng, Jie Qiao, Shida Zhou. (2019). Effects of net normal stress on hydro-mechanical behaviour of a kaolinite clay soil under different suction paths, Environmental Earth Sciences, 78: 710.
[23]. Rui Chen, Tao Xu*, Weidong Lei, Yanru Zhao, Jie Qiao. (2018). Impact of multiple drying-wetting cycles on shear behaviour of an unsaturated compacted clay, Environmental Earth Sciences, 77: 683.
[24]. Tao Xu*, Adam Bezuijen. (2018). Analytical methods in predicting excess pore water pressure in front of slurry shield in saturated sandy ground. Tunnelling and Underground Space Technology, 73: 203-211.