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Keyword [stress ratio]
Result: 181 - 200 | Page: 10 of 10
181. Comparative Study On Engineering Characteristics Of Large-diameter Plain Concrete Pile Composite Foundation And Composite Pile Foundation In Soft Rock Site
182. Study On The Creep Performance Of Flexible Graphite Corrugated Metal Gaskets Under Fatigue Loading
183. Mechanical Properties Of Recycled Aggregate Concrete Under Complex Tension Compression Dynamic States
184. Research On Long-term Deformation Properties Of Reclamation Soft Soil Under Complex Cyclic Loading
185. Steel Fiber Reinforced High-strength Concrete Beam Fatigue Test Research
186. The Flexural Performance Of Polypropylene Fiber Lithium Slag Reinforced Concrete Beams Under Coupling Between Loading And Thermal-Cold Cycles
187. Force Characteristic Analysis And Criteria Of The Key Components Of Prestressed Steel Truss Under High Temperature (Fire)
188. The Influence Of Particle Geometry And The Intermediate Stress Ratio On The Shear Behavior Of Granular Materials
189. Research On The Characteristics Of Composite Foundation With Vibro Replacement Stone Column In Red Clay Area
190. Research On Particle Breakage Of Coarse Granular Soil Under Complex Stress Path
191. Axial Compression Test And Theoretical Analysis Of Cold-formed Thin-walled Built-up Section Columns
192. Bearing Capacity Of Composite Foundation With Pile-soil Modulus
193. Three-Dimensional Numerical Analysis Of Arching Shape And Effect In Piled Embankment
194. Analytical Methods Of Pile-soil Stress Ratio For Pile-net Composite Foundation Under Embankment Loads
195. Research On Stability Of Tunnel Surrounding Rock Based On Multi-factor Fuzzy Comprehensive Evaluation
196. Test And Design Index Of Multi-axial Dynamic Mechanical Properties Of Hydraulic Concrete
197. Research On Mechanical Properties Of Structured Shanghai Clay Under Cyclic Loading
198. Numerical Simulation Analysis Of Soil Arching Effect Of Piled Embankment Based On Limit Equilibrium Theory
199. Dynamic Test Of Hydraulic Concrete Single And Double Shaft And Its Application In Seismic Analysis Of Gravity Dam
200. New Method For Calculating Pile-soil Stress Ratio Of Gravel Pile Composite Foundation
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