Paper Publications
- [31] Wang J. H. and Koizumi A.(2009). Structural design and rationalization for water convey tunnel built by shield-driven tunneling method. Proceedings of 5th China-Japan Conference On Shield Tunneling, Cheng du .204-216,SWJUP. ISBN: 878-7-5643 -0441-6.. 2009.
- [32] Wang J. H.,Koizumi A.,Sugiyama H. and Tanaka H. (2015). Tunnel technology for developing sustainable infrastructures– Part 2 About loads, design and construction –. Proceedings of the 8th China-Japan Conference on Shield-driven Tunneling, Nanjing, 408-416.. 2015.
- [33] Wang J. H., Koizumi A., & Liu X.R. (2008). Advancing sustainable urban development in China. Proceedings of the ICE-Municipal Engineer, 161(1), 3-10.. 2008.
- [34] Wang J. H., Zhang W. J., et al. (2015). Mechanism for buckling of shield tunnel linings under hydrostatic pressure. Tunnelling and Underground Space Technology, 49, 144-155.. 2015.
- [35] Wang J. H., Mitsuda N., Amano Y. and Koizumi A. (2008). Buckling investigation and design consideration for new water tunnel structure. Proc. of Eleventh East Asia-Pacific Conference on Structural Engineering & Construction (EASEC-11), Taipei, 1-7.. 2008.
- [36] Wang J.H., KoizumiA. , et al.(2014).Structural strength investigation for concrete shield tunnel linings in construction- Material strength vs. Structural stability. Proceedings of Second International Conference on Advances in Civil, Structural and Environmental Engineering – ACSEE2014, 77-84, IRED. ISBN: 978-1-63248-030-92014. Zurich, Switzerland.( doi: 10.15224/ 978-1-63248-030-9-17). 2014.
- [37] Wang J. H. & Koizumi A. (2008). Theoretical study on buckling of deep water pipeline under external hydrostatic pressure. J. Civil Engineering A, JSCE, Vol.64, No.3, 588-602.. 2008.
- [38] Chen F. X.,Li T.Y. and Wang J.H. (2007).Study on the rationalization of conventional design method for reinforced ring beam of circular shaft reinforcement. Proceedings of Fifth China-Japan-Us Trilateral Symposium on Lifeline Earthquake Engineering,Hai nan, 349-354.. 2007.
- [39] Wang J.H., Nakano M., Tanaka H. and Koizumi A. (2014). A framework for maintenance of shield tunnels with secondary linings using strength and life-cycle cost as indicators. Proceedings of Fourth International Symposium on Life-Cycle Civil Engineering - IALCCE 2014, Tokyo, Japan. [Life-Cycle of Structural Systems: Design, Assessment, Maintenance and Management], 662-669, CRC Press/ Balkema, ISBN: 9781138001206.. 2014.
- [40] Wang J. H., Koizumi A., & Watanabe A. (2006).A study on the buckling behavior and design of ring-stiffened pipes under external pressure for water pipeline constructed in deep underground, J. Tunnel Engineering, JSCE, Vol.16, 133-143.. 2006.
- [41] Wang J.H., Nakano M.et al. (2013). Buckling of encased liner under external pressure and the effects of voids in backfilling grout. [Shell Structures- Theory and Application], Vol. 3, 259-262, CRC Press. ISBN: 9781138000 827. 2013.
- [42] 王剑宏, 刘新荣. (2006).浅谈日本的城市地下空间的开发与利用,地下空间与工程学报,Vol.2 No.3,349-353.. 2006.
- [43] Wang J. H,Tanaka H.,Sugiyama H. and Koizumi A. (2013).Advancing technologies for utilization of deep underground space in Japan-Shield tunnel construction– Proceedings of the 7th China-Japan Conference on Shield-driven Tunneling, Xian, 356-365, China Communication Press. ISBN: 9787114108860.. 2013.
- [44] Wang J. H., Nakaya K., Nakano M., Tanaka H. and Sugiyama H. (2013). Procedure for estimating the seismic capacity of aging shield-driven sewage tunnel using 3D-FEM model. Proceedings of the 7th China-Japan Conference on Shield-driven Tunneling. Xian.168-177,China Communication Press. ISBN: 9787114108860.. 2013.
- [45] Wang J. H., Maeda M., Horichi N., Haibara T. and Nakano M. (2013).A study on structural design method for renovation of aging sewer pipeline. J. JSCE, Ser. F1. Vol.69, No.3,43-53.. 2013.
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