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Keyword [Double-line tunnel]
Result: 1 - 5 | Page: 1 of 1
1.
The Application Of Peck Formula For Surface Subsidence Of Double-Line Tunnel Shield Construction Of Hefei Metro Is Analyzed
2.
Study On Ground Settlement Mechanism And Prediction Analysis Caused By Double-Line Tunnel In Taiyuan Clay Silty Soil And Sand Layer
3.
Research On Ground Settlement Law Caused By Construction Of Double-line Shield Tunnel Under Multi-factors
4.
Analysis Of The Ground Settlement Caused By The Construction Of The Portal Of The Shield Starting Shaft In The East Huai'an Station
5.
Analysis Of Surface Settlement In Double-Line Shield Tunnel Construction In Coastal Water-Rich Soft Soil Considering Fluid-Solid Coupling Effect
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