Font Size: a A A
Keyword [Load transfer]
Result: 161 - 180 | Page: 9 of 10
161. Concrete Structure Anchor Of Planting-bar Theory And Pull Out The Experimental Research
162. Study On The Vertical Bearing Capacity Characteristics Of Dig-Pouring Pile In Lossess Area Of Guan Zhong
163. Research On The Uplift Bearning Capacity Of Bored Pile
164. Experimental Study On The Performance And The Uplift Mechanism Of Cement-soil Core-insert Uplift Pile
165. The Theoretical Analyses And Applications Of Settlement For Bridge Friction Pile Foundations
166. Testing And Numerical Analysis Study On Bearing Performance Of Rock-socketed Pile For Port Engineering
167. Shock Response Analysis Of Complex Warship Piping System
168. Nonlinear Analysis On Vertical Bearing Capacity Of Cast-In-Situ Pile In Xigeda-Rock
169. Load-transferring Mechanism Research Of Railway Thick Piles Cap
170. Load Transfer And Bearing Capacity Of High-cap Pipe Pile
171. The Damage Analysis And The Typical Structure Research On Cement Concrete Pavement For Shanxi Provincial Coal Route
172. The Vertical Bearing Mechanism And Bearing Capacity Calculation Methods Of Rock-Socketed Piles
173. Study On Three-dimensional Soil Arching Effect Of Pre-stressed Anchor Pile
174. Development And Interpretation Of Fixed Geosynthetic Technique In Geosynthetic-reinforced And Pile-supported Embankment
175. Study On Load Transfer And Settlement Mechanisms In Geosynthetics-Reinforced Floating-Pile Supported Embankments Over Medium Compressibility Foundation
176. The Research On Reinforcement Optimization Of Reinforced Concrete Member Under Complex Stress State
177. Bearing Characteristics Of Composite Bucket Foundation For Offshore Wind Turbine
178. Study On Mechanical Properties Of PBL Shear Connector Groups In Hybrid Structures
179. Study On The Influence And Risk Control Values Of Shield Tunnel Crossing The Existing Bridge Pile Structure
180. Numerical Analysis Of Load Transfer And Distribution Of The Multi-storey Formwork Supports System
  <<First  <Prev  Next>  Last>>  Jump to