ISSN 2096-4498
CN 44-1745/U
Study on Influence of Lateral Pressure Coefficient on Deformation and Stress of Shield Tunnel Joints
Theoretical Analysis on Longitudinal Deformation of Existing Tunnel Induced by Adjacent Foundation Pit Excavation Considering Pasternak Foundation Model
Research on Stable Reliability of Fractured Surrounding Rock Structure in Tunnel
Influence of Overcrossing Construction of a Newlybuilt Highway Tunnel on Existing Metro Tunnel with Small Clear Spacing: a Case Study on Chongqing Hongyancun Tunnel
Overcrossing Existing Loop Tunnel
Research on Correlation of Key Parameters of TBM Cutter Head Based on Improved CSM Model
Evaluation Method of Bolt Anchorage Quality Based on Convolutional Neural Network
Finite Element Analysis on Flexural Performance of Corrugated Steel Plate Lining Joint in Tunnel
Study on the Deformation Law of Deepburied Tunnel Lining Crossing Fractured Zone
Analysis on Surface Settlement Induced by Shield Tunneling Based on Stress Release
Risk Management in Early Stage of Connection Gallery with Freezing Method: a Case Study on Freezing Project of Superlong Connection
Gallery and Pump Station on Ziyang StationWuliting Station of Fuzhou Rail Transit Line 2
Comparison and Analysis of Structure Form of Sky Train in Tunnel at Mountainous Areas
Key Construction Technology of Large Crosssection Horseshoeshaped Shield: a Case Study on Baicheng Tunnel on Menghua Railway
Discussion and Application of Karst Treatment Measures for Firstclass Terrace in Wuhan Area
Comparison and Selection of Construction Methods for Singlelayer Mined Station in Silty Sand Stratum
Torsionresistant Construction Technology for Steel Sleeve Used in Launching of Largediameter Slurry Shield:
a Case Study of Canapuri River Tunnel in Bangladesh
Study on Construction Method of Diaphragm Wall of Foundation Pit of Metro Station Crossing Underneath Operation Power Cable of
Existing Rail Transit Based on Insitu Protection
Key Technology of Rapid Conversion of Slurry/Earthpressure Dualmode Shield Tunneling in Nanning Metro Line No. 5
Study on Dismantle Technology of 6 680 mm Shield in Narrow Mined Tunnel
Detection and Cause Analysis of Main Drive Seal Failure of Shield Machine
Application of Distributed Optical Fiber Technology in Tunnel Deformation Monitoring