共 50 条
- [1] Experimental investigation on backfill grouting deformation characteristics of shield tunnel in sand UNDERGROUND SPACE - THE 4TH DIMENSION OF METROPOLISES, VOLS 1-3, 2007, : 303 - 306
- [2] Capillary penetration diffusion model for backfill grouting of shield tunnel Ye, F. (xianyefei@126.com), 1600, Science Press (48):
- [3] Ground Penetrating Radar Inspection Experiment on a Shield Tunnel Segment and the Backfill Grouting PROCEEDINGS OF GEOSHANGHAI 2018 INTERNATIONAL CONFERENCE: TUNNELLING AND UNDERGROUND CONSTRUCTION, 2018, : 112 - 120
- [4] Displacement Infiltration Diffusion Model of Binghamian Grouts as Backfill Grouting of Shield Tunnel Tongji Daxue Xuebao/Journal of Tongji University, 2019, 47 (12): : 1720 - 1726
- [5] Consolidation and Bonding Characteristics of Grout for Backfill Grouting of Shield Tunnel 2011 AASRI CONFERENCE ON ARTIFICIAL INTELLIGENCE AND INDUSTRY APPLICATION (AASRI-AIIA 2011), VOL 3, 2011, : 1 - 5
- [6] Consolidation and Bonding Characteristics of Grout for Backfill Grouting of Shield Tunnel 2011 INTERNATIONAL CONFERENCE ON FUZZY SYSTEMS AND NEURAL COMPUTING (FSNC 2011), VOL V, 2011, : 536 - 540
- [7] Review of Shield Tunnel Backfill Grouting Tests and Its Diffusion Mechanism Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2020, 33 (12): : 92 - 104
- [8] Penetration diffusion model for backfill grouting through segments of shield tunnel considering weight of grout 1600, Chinese Society of Civil Engineering (38): : 2175 - 2183