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Keyword [The Bearing Capacity]
Result: 141 - 160 | Page: 8 of 10
141. Study On The Bearing Capacity Of The Single Prestressed Pipe Pile
142. Study On The Bearing Capacity Of Cement Mixing Pile Composite Foundation
143. The Study On Structural Capacity And The Effective Width Of Negative Moment Area Of Composite Truss Beam
144. Effects To The Bearing Capacity Of Opening On Short Limb Shear Wall
145. Horizontal Load And Defect Analysis Of Effects On The Bearing Capacity Of The Fastener Scaffold
146. Analysis Of The Bearing Capacity Of The Existing Bridges Pile-Group Foundation Under The Surcharge Load
147. The Research Of The Load Transfer Mechanism Of The PBL Shear Connector Of The Steel Web Continuous Rigid Frame Bridge
148. Experimental Study On The Bearing Capacity Of The Small Modulus Gear Transmission With Solid Lubrication In Space
149. Experiment Mechanical Behaviors Research On Steel Recycled Aggregate Concrete Column After High Temperature
150. Study On Axial Compressive Behaviors Of Concrete Columns Strengthened With TRC Under Conventional Environment And Chloride Salt Dry/wet Cycle
151. Study On The Effect Of Joint Stiffness On Hysteretic Behaviors Of Steel Staggered Truss Structure
152. Study On The Influence Of Loess Foundation Pit Excavation On The Bearing Capacity Of Near Building
153. Effects Of Spatial Variability On The Bearing Capacity And Failure Mechanism Of Footings In Clay
154. About Concrete Bridge Load Test Error Is Discussed In This Paper
155. Stydy On Evaluation Methods About The Bearing Capacity Of Existing Masonry Arch Bridges
156. Experiment Mechanical Behaviors Research On Post High Temperature Reinforced Recycled Aggregate Concrete Beam
157. Experiment And Theory Study On Flexural Capacity Of Reinforced Reactive Powered Concrete Beam
158. The Application Of Rotary Drilling And Reamed Pile Construction In Super-thick Sand Layer
159. Different Loading Methods In The Application Of The Composite Foundation Static Load Test
160. Influence Of Bottom Sediment On The Bearing Capacity Of Pile Based On Interaction Of Pile-soil
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