Vertical bearing capacity - Globe Thesis

Keyword [Vertical bearing capacity] Result: 41 - 60 \| Page: 3 of 9
41.	Development Of A System Based Genetic Algorithm And Back Propagation Neural Networks For Vertical Bearing Capacity Prediction And Design Optimization Of Foundation Pile
42.	Analysis On Vertical Bearing Capacity Of Friction Pile Foundation Based On The Catastrophe Theory
43.	Reliability Analysis Of Vertical Bearing Capacity Of Driven-cast-in-place Piles
44.	A Numerical Study On Vertical Bearing Capacity Behavior Of Large-Diameter Bored Pile Groups
45.	Analysis Of Nenjiang Bridge Cast-in-place Pile Vertical Bearing Capacity
46.	Study On Vertical Bearing Capacity And Time Effect Of Jacked-in PHC Pipe Pile In Cohesive Soil Region Of Daqing
47.	Research On Bearing Capacity Behavior And Influential Factors Of Pre-stressed Concrete Pipe Piles
48.	Gray Prediction Of The Vertical Bearing Capacity
49.	Pile-soil Interaction And Vertical Bearing Capacity
50.	Rock-socketed Piles Of Construction Inspection Technology And Vertical Bearing Capacity Of Research
51.	Manual Digging The Hole Belled Pile Vertical Bearing Capacity Calculation
52.	Rigid Pile Composite Foundation Bearing Capacity And Deformation Mechanism
53.	Manual Digging The Hole Expansion Of The Vertical Bearing Capacity Of Bottom Pile Pilot Study
54.	Manual Digging Holes Bearing Plate Pile Of Vertical Bearing Capacity Test
55.	Steel Beams Embedded In The Experimental Research And Analysis Of The Length Of The Bearing Capacity Of Steel - Concrete Composite Coupling Beams And Concrete Shear Wall Node
56.	A Number Of Issues In The Design Of Building Structures Analysis And Research
57.	Study On The Vertical Bearing Capacity Characteristics Of Dig-Pouring Pile In Lossess Area Of Guan Zhong
58.	Nonlinear Analysis On Vertical Bearing Capacity Of Cast-In-Situ Pile In Xigeda-Rock
59.	The Prediction And Analysis Research Of The Vertical Bearing Capacity Of Cast-in-place Pile Using Neural Network
60.	Model Test Studies And Numerical Analyses Of The Vertical Bearing Behaviour Of Single Piles With Stem Shrinkage
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