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Keyword [Bearing capacity]
Result: 21 - 40 | Page: 2 of 10
21. The Research On The Lateral Bearing Behavior Of The Pile Foundation In Liquefiable Soil
22. Research Of The Concrete-Filled Steel Tube Structure
23. Study On Control Techniques Of Concrete Construction Formwork Structure System
24. Research Of Calculation And Analysis Of PC Box Girder Structure With Long Span
25. Study On Probabilistic Characteristics Of Geotechnical Parameters And Bearing Capacity Of Pile Foundation In Hangzhou Area
26. Bearing Capacity And Construction Control Research Of Long-Span Concrete Filled Steel Tubular Arch Bridges
27. A Global-Local Optimization Algorithm And Its Application In The Pile Bearing Capacity Inversion
28. The Performance Research Of Reinforced Concrete Beam Strengthened With CFRP
29. Test Study On The Capacity Of Large Pile Under Bridge
30. Experimental Research And Theoretical Analysis On Mechanical Characteristics Of Piles With Expanded Branches Or Plates
31. The Experimental And Theoretical Research And Its Application Of Geobelt Reinforced Gravel Cashion Foundation
32. Study On Aseismic Performance Of 3D-frame With Special-section Column
33. A Study On Numerical Methods For Analyses Of Bearing Capacity Behaviour Of Offshore Foundation Under Combined Loading
34. Research On The Ultimate Bearing-capacity And Dynamic Response Of The Cooperated System Incorporating The Concrete Cable-stayed Bridge And The T-framed Structure
35. Research On Mechanical Behavior Of Square Steel Tube Columns Filled With Steel-Reinforced Self-Consolidating High-Strength Concrete
36. Study On Reliability Of Formwork-Supporting System During Building Construction
37. Research On Mechanism Of Concrete-Filled Steel Tubes Subjected To Local Compression
38. Experimental Research And Finite Element Analysis Of Crack Control For Concrete Member With High Strength Steel Bar
39. A Study On Numerical Analysis Of Pile-Soil-Slope Interaction And Simplified Design Procedure Of Stabilizing Piles Against Landslide
40. Experimental Study And Analysis On The Behaviors Of Steel-Concrete Composite Spine Girder With Large Cantilevered Beams Possessing Corrugated Steel Web
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