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Keyword [Group effect]
Result: 41 - 60 | Page: 3 of 4
41. Study Of Group Effect And Its Application In Multi-Wellhead Conductor Casing Platform
42. Performance And Failure Pattern On Enlarged Bottom Anchor Bolt Under Pullout Loading
43. Study On The Effect Of Group Piles Under Horizontal Load
44. Research On Treating Technology For Deep Soft Strata Of The Tunnel Base Of Longdongbao Airport Station
45. Study On The Effect Of Soil Compressibility, Installation Methods And Constraint Conditions On The Negative Skin Friction Of Group Piles
46. Research On The Application In Soft Soil Foundation Of Post-grouting Pile
47. Research On The Group Effect Of Jacking Pile Group In Sand Under Axial Loads
48. Research On The Hydrodynamic Characteristics Of Bridge Pile Group-cap Structure Under Wave Action
49. Numerical Analysis Of Support Patterns Of The Variation Combination Of Anchor On Slope Stability And Its Engineering Application
50. Numerical Analysis Of Pile Cap's Influence On Horizontal Bearing Capacity Of Pile Group
51. Analysis Of Bearing Capacity Of Small Spacing Friction Pile Group Under Vertical Load
52. Model Tests On Pile Group Effect And Cyclic Effect Of Jacket Foundation Of Offshore Tand Turbines
53. Research On Bearing Capacity And Group Effect Of Capsule-type Under-reamed Ground Anchor
54. Experimental Research On The Long-term Horizontal Bearing Capacity Of Multi Arch Bridge Pile Group Foundation
55. Study Of The Environmental Impact Caused By The Borehole Group Effect During The Pile Foundation Construction In Soft Soil
56. Research Of Mechanism And Control Methodology Of The Influence Of Borehole-group Effect On The Environment In Soft Soil Area
57. Research On Group Anchor Effect Of Wooden Bolts In Rammed Earthen Sites
58. Study On Reinforcement Mechanism And Parameter Optimization Of Pressure-dispersed Anchor Retaining Wall
59. Study Of The Mechanism And Controlling Method Of Borehole Group Effect During The Pile Foundation Construction In Soft Soil
60. Simulation Study On Pile Group Effect Of Pipe Pile Foundation Under Vertical Load
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