Numerical study on lateral wall displacement of deep excavation supported by IPS earth retention system

Underground Space (China) - Tập 2 - Trang 259-271 - 2017
Tugen Feng1, Long Liu1, Tao Tong2, Mi Zhou3
1Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Jiangsu Research Center for Geotechnical Engineering Technology, Hohai University, 1 Xikang Rd, Nanjing 210098, China
2Survey and Design Research Institute of Jiangxi Province, 169 Zhiyang Rd., Nanchang 330095, China
3School of Civil and Transportation Engineering, State Key laboratory of Subtropical Building Science, South China University of Technology, 381 Wushan Road, Guangzhou 510640, China

Tài liệu tham khảo

Bian, 2017, A coupled elastoplastic and visco-plastic damage model for hard clay and its application for the underground gallery excavation, Underground Space, 2, 60, 10.1016/j.undsp.2017.03.002 Blackburn, 2007, Three-dimensional responses observed in an internally braced excavation in soft clay, Journal of Geotechnical and Geo environmental Engineering, 133, 1364, 10.1061/(ASCE)1090-0241(2007)133:11(1364) Bolton, 2014, Ground movements due to deep excavations in Shanghai: Design charts, Frontiers of Structural and Civil Engineering, 8, 201, 10.1007/s11709-014-0253-y Chai, 2014, Numerical investigation of the failure of a building in Shanghai, China, Computers and Geotechnics, 55, 482, 10.1016/j.compgeo.2013.10.001 Chen, 2015, Failure investigation at a collapsed deep excavation in very sensitive organic soft clay, Journal of Performance of Constructed Facilities, 29, 04014078, 10.1061/(ASCE)CF.1943-5509.0000557 Finno, 2002, Response of building adjacent to stiff excavation support system in soft clay, Journal of Performance of Constructed Facilities, 16, 10, 10.1061/(ASCE)0887-3828(2002)16:1(10) Gong, 2012, Excavation collapse of Hangzhou subway station in soft clay and numerical investigation based on orthogonal experiment method, Journal of Zhejiang University-Science A, 13, 760, 10.1631/jzus.A1200120 Han, M. Y., Kim, M. Y., Kim, S. B., & Park, D. H. (2003). Theoretical study on flexural stiffness of innovative prestressed wale. In Proceedings of the KSCE annual conference 2003 (pp. 3754–3759). Hou, 2000, Several views on the development of urban foundation work, Construction Technology, 29, 5 Huang, 1997 Ishihara, K. (2011). Collapse of braced excavation in Singapore. In Proc., TC302 symp Osaka 2011: Int. Symp. on Backwards Problem in Geotechnical Engineering and Monitoring of Geo-Construction, Kyoto University, Osaka, Japan (pp. 35–50). Karlsrud, 2008, Design and performance of deep excavations in soft clays, 1 Kim, 2004, Development of innovative prestressed support earth retention system, Journal of the Korean Geotechnical Society, 20, 107 Kim, 2007, Performance of IPS earth retention system in soft clay, Journal of the Korean Geotechnical Society, 23, 5 Kishida, 2016, Discussion on the mechanism of ground improvement method at the excavation of shallow overburden tunnel in difficult ground, Underground Space, 1, 94, 10.1016/j.undsp.2016.11.003 Li, 2017, Zoned and staged construction of an underground complex in Shanghai soft clay, Tunnelling and Underground Space Technology, 67, 187, 10.1016/j.tust.2017.04.016 Liao, 2016, Structural responses of existing metro stations to adjacent deep excavations in Suzhou, China, Journal of Performance of Constructed Facilities, 30, 04015089, 10.1061/(ASCE)CF.1943-5509.0000845 Liu, 1999, Theory and practice of time-space effect in soft ground foundation pit, Chinese Journal of Rock Mechanics and Engineering, 18, 763 Liu, 2011, Deformation characteristics of a 38 m deep excavation in soft clay, Canadian Geotechnical Journal, 48, 1817, 10.1139/t11-075 Liu, 2010, Application of the space-time effect theory in the soft-soil foundation construction, Chinese Journal of Underground Space And Engineering, 6, 571 Park, 2009, New earth retention system with prestressed wales in an urban excavation, Journal of Geotechnical and Geoenvironmental engineering, 135, 1596, 10.1061/(ASCE)GT.1943-5606.0000148 Park, 2008, Finite element analysis of earth retention system with prestressed wales, Journal of Korean Geotechnical Society, 24, 25 Roboski, 2004 Sandoval, 2017, Effect of frequency and flexibility ratio on the seismic response of deep tunnels, Underground Space, 2, 125, 10.1016/j.undsp.2017.04.003 Shi, 2015, Interaction between a large-scale triangular excavation and adjacent structures in Shanghai soft clay, Tunnelling and Underground Space Technology, 50, 282, 10.1016/j.tust.2015.07.013 Syn, 2011 Tan, 2011, Measured performance of a 26 m deep top-down in excavation in downtown Shanghai, Canadian Geotechnical Journal, 48, 704, 10.1139/t10-100 Tan, 2015, Zoned excavation of an oversized pit close to an existing metro line in stiff clay: Case study, Journal of Performance of Constructed Facilities, 29, 04014158, 10.1061/(ASCE)CF.1943-5509.0000652 Tan, 2012, Performance of an overexcavated metro station and facilities nearby, Journal of Performance of Constructed Facilities, 26, 241, 10.1061/(ASCE)CF.1943-5509.0000231 Tan, 2017, Characterization of semi-top-down excavation for subway station in shanghai soft ground, Tunnelling and Underground Space Technology, 68, 244, 10.1016/j.tust.2017.05.028 Xu, 2016, Dynamic deformation control of retaining structures of a deep excavation, Journal of Performance of Constructed Facilities, 30, 04015071, 10.1061/(ASCE)CF.1943-5509.0000819 Xu, 2016, Factor analysis of land subsidence in Shanghai: A view based on strategic environmental assessment, Sustainability, 8, 1, 10.3390/su8060573 Yang, 2017, Performance of overlapped shield tunneling through an integrated physical model tests, numerical simulations and real-time field monitoring, Underground Space, 2, 45, 10.1016/j.undsp.2017.04.002 Yuan, 2009, Construction technology for super large deep foundation pit of subway station based on “Time-Space Effect”, Building Construction, 31, 18 Zhang, 2017, Multivariate adaptive regression splines for inverse analysis of soil and wall properties in braced excavation, Tunnelling and Underground Space Technology, 64, 24, 10.1016/j.tust.2017.01.009