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Keyword [soil arch]
Result: 21 - 40 | Page: 2 of 4
21. Stress Deformation Analysis Of All-covered Type Of Sheet Pile Wharf
22. Soil Arching Effect Analysis Of The Spares Pile-soil Nail Compound Support In Foundation
23. Study On Calculation Of Seismic Earth Pressure And Stability Problem Complex Conditions
24. Design Method Of Pile-plank Wall Considersing Soil Arch Effect For K103+920~K104+300Slope Along Highway From Taoyuan To Bazhong
25. Design Method Of Piled Retaining Wall For Dk61+075~+351Slope Along The Railway From Bazhong To Dazhou In China
26. Numerical Simulation On Soil Arch Effect Of Anti-slide Piles In Accumulation Landslide
27. The Research On Several Problems Of The Earth Pressure Alculation Theory
28. The Numerical Simulation And Analysis Of Working Properties Of Pile-net Composite Foundation
29. Study On Working Mechanism Of Surround-Pile-Soil Coupling Anti-Slide Structure
30. Numerical Simulation Research For Distortion Of Single-row Pile Support Structure In The Deep Foundation Project
31. Study On Double Row Reinforcement Jet Grouting Pile Supporting Pit Stability
32. Design And The Force Analysis Of The Anti-slide Pile Slope Rreatment
33. Analysis And Application Study Of Corner Effect For Deep Excavation Based On Soil Arching Effect
34. Research On Cross-section Optimization Of Piles Based On Reinforced Concrete Composite Elastic Modulus
35. Arched Baffle-pile Anchor Support Strucutre Model Test And Research On Vertical Soil Arch Effects
36. Study On Space Distribution Of Soil Arching Of No Baffle Cantilever Anti-slide Piles
37. Calculation Of The Anti-slide Piles Spacing Considering Stress Decreasing Characteristics Of Loess Soil-arch
38. The Method To Calculate Pile-soil Stress Ratio Of The Pile-net Composite Foundation In High Embankment And Application Research
39. Study On Active Earth Pressure On Retaining Wallbased On Soil Arch Effect And Shear Stress
40. Design Method For Soil Nail Wall Between Piles For Stability Of A Cut Slope Along Bazhong-Dazhou Railway Considering Horizontal Soil Arch Effect
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