林星涛
Personal information
Highest Degree：Doctoral degree Professional Title：Associate professor Administrative Position：深圳大学未来地下城市研究院 院长助理；未来地下城市研究院现代隧道工程研究中心副主任
Journal Paper
- [1]Xing-Tao Lin.Model test study on instability of tunnel face affected by existing double circular tunnels,Tunnelling and Underground Space Technology,2026-04-01.
- [2]Lin XT, Wang D, Su D, Zeng H, Zhang RX, Chen XS.Experimental study on mechanism of soil arching effect induced by vertical unloading in deep underground construction,Underground Space,2026-04-01.
- [3]13. He W, Wu YF, Liew KM. A general 2-D constitutive model for concrete structures. The 1st International Conference on Enhancement and Promotion of Computational Methods in Engineering Science and Mechanics, August 10-12, 2006, Jilin University, Changchun, CHINA, pp. 530-534.,,.
- [4]19. Zhou YW, Wu YF, Teng JG. Ductility behavior of compression-yielding reinforced concrete beams. Asia-Pacific Conference on FRP in Structures (APFIS 2007), S.T. Smith (ed), International Institute for FRP in Construction. 12-14 Dec 2007, Hong Kong, pp. 395-401.,,.
- [5]17. Liu K, Wu YF. Compression yielding by SIFCON block for FRP-reinforced concrete beams. Asia-Pacific Conference on FRP in Structures (APFIS 2007), S.T. Smith (ed), International Institute for FRP in Construction. 12-14 Dec 2007, Hong Kong, pp. 411-416.,,.
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