›› 2002, Vol. 23 ›› Issue (5): 632-636.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Design and applications of CAD software for shield tunnel lining

ZHU He-hua, YANG Jin-song, ZHENG Guo-ping, JIANG Yong   

  1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
  • Received:2001-09-17 Online:2002-10-10 Published:2016-09-04

Abstract: Based on the load-structure theory and using the object-oriented programming method, the theoretic basis of CAD software (GeoFBA) for shield tunnel lining is described and its usage and feature are also expounded. The software provides the various possible linear and nonlinear models as well as verification for segment design specification, and is suitable for two segment assembling types with the straight joint and the staggered joint. The software has been used widely in practice, which is a powerful tool to designers and researchers, and enhances greatly the productivity of designers.

Key words: shield tunnel, lining, CAD

CLC Number: 

  • U 456.3+1
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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[2] MO Zhen-ze, WANG Meng-shu, LI Hai-bo, QIAN Yong-jin, LUO Gen-dong, WANG Hui, . Laboratory investigation on pore water pressure variation caused by filter cake effect during slurry-EPB shield tunneling in silty sand layer [J]. Rock and Soil Mechanics, 2019, 40(6): 2257-2263.
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[5] SUN Ming-she, MA Tao, SHEN Zhi-jun, WU Xu, WANG Meng-shu,. Study of lining sharing surrounding rock pressure in composite lining structure [J]. , 2018, 39(S1): 437-445.
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[7] ZHANG Chuan-qing, GAO Yang, LIU Ning, ZHOU Hui, FENG Xia-ting, . Reflection on the problems in mechanical response monitoring and testing design of deep tunnels [J]. , 2018, 39(7): 2626-2631.
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[10] KUANG Lian-fei, ZHOU Guo-qing, WANG Jian-zhou, ZHU Kun-peng, SHANG Xiang-yu,. Research on inclined digging technology for deviation rectification of rooting mine shaft tower [J]. , 2018, 39(4): 1422-1430.
[11] YANG Wen-bo, CHEN Zi-quan, XU Zhao-yang, YAN Qi-xiang, HE Chuan, WEI Kai, . Dynamic response of shield tunnels and surrounding soil induced by train vibration [J]. , 2018, 39(2): 537-545.
[12] KANG Cheng, MEI Guo-xiong, LIANG Rong-zhu, WU Wen-bing, FANG Yu-xiang, KE Zhai-bang, . Analysis of the longitudinal deformation of existing shield tunnel induced by temporary surface surcharge [J]. Rock and Soil Mechanics, 2018, 39(12): 4605-4616.
[13] LI Chang-jun, CHEN Wei-zhong, YANG Jian-ping, LIU Jin-quan, . Variation of segment joint opening of underwater shield tunnel in operation period [J]. , 2018, 39(10): 3783-3793.
[14] WEI Gang, LIN Xiong, JIN Rui, DING Zhi,. Security discrimination of adjacent underground pipelines during the construction of twin shield tunnels [J]. , 2018, 39(1): 181-190.
[15] JIANG Yan, YANG Guang-hua, CHEN Fu-qiang, XU Chuan-bao, ZHANG Yu-cheng, . Force determination and monitoring feedback analysis of typical sections of lining structure of cross-sea shield tunnel under high head in Zhanjiang bay [J]. , 2018, 39(1): 275-286.
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