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NTIS 바로가기Tunnelling and underground space technology, v.63, 2017년, pp.54 - 68
Ding, W. , Gong, C. , Mosalam, K.M. , Soga, K.
An innovative apparatus has been developed in this study to investigate the coupled leakage and mechanical behaviors of gasketed segmental joints, subjected to the field loading conditions during the construction and operation stages. The basic principles and detailed configurations of this newly de...
Tunn. Undergr. Space Technol. Bobet 18 4 377 2003 10.1016/S0886-7798(03)00008-7 Effect of pore water pressure on tunnel support during static and seismic loading
Tunn. Undergr. Space Technol. Chen 58 224 2016 10.1016/j.tust.2016.06.002 Investigation of response of metro tunnels due to adjacent large excavation and protective measures in soft soils
Rock Mech. Rock Eng. Chen 49 3 961 2016 10.1007/s00603-015-0786-y Evaluation of groundwater leakage into a drainage tunnel in Jinping-I arch dam foundation in southwestern China: a case study
Working Group Lining Segment Design, 2013. Recommendations for the design, production and installation of segmental rings. German Tunnelling Committee (DAUB), Cologne, Germany.
Int. J. Numer. Anal. Meth. Geomech. Ding 28 1 57 2004 10.1002/nag.327 Analysis of shield tunnel
Struct. Eng. Mech. Ding 45 3 337 2013 10.12989/sem.2013.45.3.337 Full-scale testing and modeling of the mechanical behavior of shield TBM tunnel joints
J. Geotech. Eng. Einstein 117 11 1772 1991 10.1061/(ASCE)0733-9410(1991)117:11(1772) Observation, quantification, and judgment: Terzaghi and engineering geology
Tunn. Undergr. Space Technol. El Tani 18 1 49 2003 10.1016/S0886-7798(02)00102-5 Circular tunnel in a semi-infinite aquifer
Tunn. Undergr. Space Technol. Fahimifar 24 6 634 2009 10.1016/j.tust.2009.06.002 A theoretical solution for analysis of tunnels below groundwater considering the hydraulic-mechanical coupling
Struct. Infrastruct. Eng. Fahimifar 10 11 1432 2014 10.1080/15732479.2013.824489 A new elasto-plastic solution for analysis of underwater tunnels considering strain-dependent permeability
GB 18173.4 2010 Polymer Water-Proof Materials-Part 4: Rubber Gasket for Shield-Driven Tunnel
Tunnel Tunnel. Girnau 4 36 1978 Lining and waterproofing techniques in Germany
Gong, C., Ding, W., Zhu, H., Yan, Z., 2016. A testing apparatus for the waterproof ability of sealing gaskets in shield tunnel. Patent No. China CN205038028U (in Chinese).
Struct. Infrastruct. Eng. Huang 1 2016 Deformational responses of operated shield tunnel to extreme surcharge: a case study
Tunn. Undergr. Space Technol. Hwang 22 1 39 2007 10.1016/j.tust.2006.03.003 A semi-analytical method for analyzing the tunnel water inflow
Tunn. Undergr. Space Technol. ITA Working Group on Maintenance and Repair of Underground Structures 6 1 11 1991 10.1016/0886-7798(91)90005-O Report on the damaging effects of water on tunnels during their working life
Géotechnique Joo 64 3 226 2014 10.1680/geot.12.P.185 Relationship between water pressure and inflow rate in underwater tunnels and buried pipes
Tunn. Undergr. Space Technol. Kiani 51 108 2016 10.1016/j.tust.2015.10.005 Experimental modeling of segmental shallow tunnels in alluvial affected by normal faults
Tunn. Undergr. Space Technol. Kolymbas 22 1 23 2007 10.1016/j.tust.2006.02.001 Groundwater ingress to tunnels - the exact analytical solution
Tunn. Undergr. Space Technol. Koyama 18 2-3 145 2003 10.1016/S0886-7798(03)00040-3 Present status and technology of shield tunneling method in Japan
Can. Geotech. J. Lee 38 3 461 2001 10.1139/t00-107 The equivalence of a jointed shield-driven tunnel lining to a continuous ring structure
Eng. Struct. Lee 32 7 1830 2010 10.1016/j.engstruct.2010.03.012 Forensic diagnosis of a shield tunnel failure
Int. J. Numer. Anal. Meth. Geomech. Lee 25 4 365 2001 10.1002/nag.134 An analytical solution for a jointed shield-driven tunnel lining
Tunn. Undergr. Space Technol. Li 41 176 2014 10.1016/j.tust.2013.12.012 Behaviour of cast-iron tunnel segmental joint from the 3D FE analyses and development of a new bolt-spring model
Tunn. Undergr. Space Technol. Li 50 152 2015 10.1016/j.tust.2015.07.005 Long-term performance of cast-iron tunnel cross passage in London clay
Tunn. Undergr. Space Technol. Li 50 250 2015 10.1016/j.tust.2015.07.015 Behaviour of cast-iron bolted tunnels and their modelling
Can. Geotech. J. Li 53 6 930 2015 10.1139/cgj-2015-0273 Three-dimensional finite element analysis of the behaviour of cross passage between cast-iron tunnels
Chinese J. Undergr. Space Eng. Li 11 5 1241 2015 Study on values of controlling indexes of the cross-river shield tunnel with longitudinal uneven settlement
Tunn. Undergr. Space Technol. Li 46 52 2015 10.1016/j.tust.2014.11.002 Experimental and analytical study on longitudinal joint opening of concrete segmental lining
Struct. Infrastruct. Eng. Liu 1 2015 Experimental investigation of the ultimate bearing capacity of continuously jointed segmental tunnel linings
Undergr. Eng. Tunnels Lu 4 12 2008 Waterproofing test of lining joint and cross passage of Shanghai Yangtze River Tunnel
Proc. Jpn. Soc. Civil Eng. Ohtuka 47 61 2000 Segmental waterproofing design using hydrotite seal in shield tunneling
Int. J. Fatigue Paunescu 28 9 1081 2006 10.1016/j.ijfatigue.2005.11.010 Experimental research regarding gaskets durability
Proc. STUVA Conf. Schreyer 2001 40 2001 Seals for monocoque segmental Linings with Sealing Gaskets
Shalabi 2007 The 4th International Conference on Earthquake Geotechnical Engineering, Thessaloniki, Greece Sealant behavior of gasketed-segmental concrete tunnel lining
Tunn. Undergr. Space Technol. Shalabi 31 51 2012 10.1016/j.tust.2012.04.006 Concrete segment tunnel lining sealant performance under earthquake loading
Tunn. Undergr. Space Technol. Shen 40 1 309 2014 10.1016/j.tust.2013.10.013 Long-term settlement behaviour of metro tunnels in the soft deposits of Shanghai
Tunn. Undergr. Space Technol. Shi 50 490 2015 10.1016/j.tust.2015.09.004 Time-dependent performance and constitutive model of EPDM rubber gasket used for tunnel segment joints
Géotechnique Shin 52 6 391 2002 10.1680/geot.2002.52.6.391 A numerical study of the effect of groundwater movement on long-term tunnel behaviour
Int. J. Numer. Anal. Meth. Geomech. Shin 35 13 1432 2011 10.1002/nag.964 Elasto-plastic seepage-induced stresses due to tunneling
Soils Found. Shin 52 1 38 2012 10.1016/j.sandf.2012.01.011 Long-term mechanical and hydraulic interaction and leakage evaluation of segmented tunnels
Tunnel STUVAtec team of authors 8 8 2005 STUVA recommendations for testing and application of sealing gaskets in segmental linings
Tunn. Undergr. Space Technol. Teachavorasinskun 25 4 490 2010 10.1016/j.tust.2010.02.003 Influence of segmental joints on tunnel lining
Undergr. Eng. Tunnels Wang S2 102 2011 Water leakage treatment and deformation control of shield tunnel in Shanghai metro
Tunn. Undergr. Space Technol. Wang 40 300 2014 10.1016/j.tust.2013.10.007 Failure mechanism of tunnel lining joints and bolts with uneven longitudinal ground settlement
J. Perform. Construct. Facil. Wang 30 1 C4014003 2016 10.1061/(ASCE)CF.1943-5509.0000648 Case study of rehabilitation of a damaged underwater tunnel in the construction phase
Géotechnique Wongsaroj 63 13 1103 2013 10.1680/geot.12.P.126 Tunnelling-induced consolidation settlements in London Clay
Geotechnique Wood 25 1 115 1975 10.1680/geot.1975.25.1.115 The circular tunnel in elastic ground
Nat. Hazards Wu 70 2 1115 2014 10.1007/s11069-013-0863-z Leaking behavior of shield tunnels under the Huangpu River of Shanghai with induced hazards
Mar. Georesour. Geotechnol. Yoo 1 2016 Effect of water leakage in tunnel lining on structural performance of lining in subsea tunnels
Tunn. Undergr. Space Technol. Yuan 27 1 72 2012 10.1016/j.tust.2011.07.002 Assessment service state of tunnel structure
Tunn. Undergr. Space Technol. Zhang 47 123 2015 10.1016/j.tust.2014.12.011 Influence of multi-layered soil formation on shield tunnel lining behavior
Eng. Geol. Zhang 189 104 2015 10.1016/j.enggeo.2015.02.005 Ground and tunnel responses induced by partial leakage in saturated clay with anisotropic permeability
Tunn. Undergr. Space Technol. Zhang 58 133 2016 10.1016/j.tust.2016.05.001 Three-dimensional finite-element analysis on ground responses during twin-tunnel construction using the URUP method
Zhao 2013 Experimental Study on Reliability of the Cross-River Shield Tunnel Gasket Waterproofing
Tunn. Undergr. Space Technol. Zheng 57 287 2016 10.1016/j.tust.2016.01.023 Challenges and opportunities of using tunnel boring machines in mining
Chinese J. Undergr. Space Eng. Zhong 7 2 281 2011 Durability tests and analysis on the waterproof material for joint seam of shield tunnel
Tunn. Undergr. Space Technol. Zhou 47 28 2015 10.1016/j.tust.2014.12.004 Hydro-mechanical interaction analysis of high pressure hydraulic tunnel
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