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Keyword [back-analysis]
Result: 181 - 200 | Page: 10 of 10
181. Research On The Technology Of Information Construction Monitoring And Back-Analysis In Underground Engineering
182. Displacement Back Analysis For Rock Slope Based On BP Neural Network And Its Application Research
183. Study On A Determination Method For The Compactness Of Soil-rock Mixture Subgrade Based On Static Penetration Test
184. The Safety Analysis On The Supporting Structure Of The Longtian Small Interval Tunnel
185. Analysis On Surrounding Rock Stability Of Putao Mountain Extra-long Tunnel Ventilation Cabinet
186. Study On Back-analysis Of Mechanics Parameters And Numerical Experiment Of Dynamic Construction Mechanics For Highway Tunnel
187. Study On Dynamic Feed-Back Optimization Design Method Of Large Underground Powerhouse Cavern Group During Construction Period
188. Displacement Back Analysis Of Slope And Its Application In Engineering
189. Study On The Law Of Surface Subsidence About Deep Mining By Back Analysis
190. Study On The M-method Design Parameter Of Pile-Internal Bracing Strut Support System In Subway Station Pit
191. The Effect Of Uneven Settlement Of Foundation In Binhai Soft Soil Area On Frame-Shear Wall Structure By Back Analysis Method
192. Parameter Inversion Of Tunnel Surrounding Rock Based On Differential Evolution Algorithm And Nonlinear Finite Elements
193. Safety Assessment Of Shuibuya CFRD Based On Parameters Back Analysis
194. Research On Back-analysis Method Of Soil Parameters With Great Differences
195. Analysis Of Pile-anchor Support Structure With Fulcrum Method And Parameter Backcalculation Based On Monitoring Data
196. Study On The Back-Analysis Of The Frame Structure On Soft Subsoils With Differential Settlements
197. Study On Back Analysis Method With Genetic Algorithm Of The Deep Foundation Pit's Design Parameters And Its Excavation Dynamic Prediction
198. Study On The Back-analysis Of The Frame Structure On Soft Subsoils With Differential Settlements
199. High Fill Stone Embankment Stability And Settlement Law
200. Deep Pit Space Co-deformation Method
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