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Keyword [overburden]
Result: 21 - 40 | Page: 2 of 8
21. Non-linear Dynamic Characteristic Of The Earth-Rock Dam Constructed On Deep Overburden
22. Dynamic Response And Stability Characteristic Of Earrh-Rock Dam On Thick Overburden
23. Numerical Simulation On Seepage Flow And Investigation On Measurement Of Seepage Prevention In Deep Foundation Pit Of Shawan Hydropower Station, Daduhe, Sichuan
24. The Numerical Analysis Of Mechanical Behavior Of Sluice Structure And Foundation
25. Research On Stability Of Pile Foundation At Overburden-Karstic Free Face
26. Study On Optimization Of Anti-seepage System For Rockfill Dam On Deep Overburden Layer
27. Research On Safety Of High Rockfill Cofferdam For Large Hydropower Station
28. The High Pressure Jet Grouting Technology In Deep And Thick Overburden Cofferdam Of Big Interstice
29. Research On Static And Dynamic Behaviors Of Concrete Face Rockfill Dam On Deep Overburden Layer And Earthquake Liquefaction Of Dam Foundation
30. Construction Technology Of The Tunnels With Very Bad Geological Situation, Overburden Is Very Thin, Receive Side Direction Pressure
31. Three-Dimensional Numerical Simulation And Analysis On Caven-PBA Method For One Shallow Metro Station In Shenyang
32. Study On The Engineering Geological Property Of Deep Overburden In The Danba Hydroelectric Power Station, Dadu River
33. Study On The Reasonable Overburden Depth For Subaqueous Rock Tunnel
34. Experiment Study On The Negative Skin Friction On Piles In The Field Of Loess Collapsible Under Overburden Pressure Of Guanzhong Area
35. Scattering Of Transient SH-Wave By Circle Lining Under Overlay
36. Study On Lateral Deformation Of Piled For Bridge Abutments Under Embankment Overburden On Soft Ground
37. Research On The Mechanical Features Of Double-Row Anti-Slide Piles With Tops Exposed Or Embedded In Bedrock-Overburden Landslide Control
38. Three Dimensional Seepage Characteristic Analysis About Earth-Rock Dam Of Deep Overburden Layer
39. Study On Key Influence Factors In Slops Stability During Cut-Off Wall Construction In Deep Overburden Layer
40. Study On Support Result For Portal Of Large Span Loess Tunnel With Shallow Overburden
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