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Keyword [surface settlement]
Result: 161 - 180 | Page: 9 of 10
161. Model Test And Numerical Analysis On Construction Of Hefei Shield Tunneling
162. Analysis Of Ground Settlement Caused By Shield Tunneling Method
163. Influence Of Different Excavation Methods On Surface Settlement In Shallow Tunnel
164. Research On The Seepage-stress Coupling Lanzhou Metro Line Crossing The Yellow River Based On FLAC3D
165. Study On The Calculation And Analysis Of Deformation In Deep Foundation Pit With Pile Anchor Supporting Structure
166. Study On The Deformation And Control Of Subway Station Construction Under Through High-pressure Tower
167. Research On Metro Construction Surface Settlement Standard Due To The Safety Of Buried Pipeline
168. Analysis Of Influencing Factors On Surface Settlement Of The Foundation Pit Construction In Qingyang Station Of Hefei Subway
169. The Analysis On The Stability Of The Foundation Pit Under Open-cut Station
170. Research Of Construction Control Technology For Qing-cheng Street Tunnel Undercossing Motorway
171. Study On Ground Settlement Induced By Shield Tunnel Construction In Nanjing Wei Three Pass River
172. The Research About Controlling Factors Of Ground Surface Settlement When Line 2 Of Hefei Metro Run Across Under Wulidun Overpass
173. Analysis Of The Effection For Shield Construction Beneath The Existing Overpass Bridge’s Pile Foundation
174. Effect Of Parallel Shield Tunnel Excavation On The Surface Settlement
175. Study Of The Environmental Impact Caused By The Borehole Group Effect During The Pile Foundation Construction In Soft Soil
176. Viscoelastic Analysis And Reliability Study Of Ground Surface Settlement Of Shield Tunnel
177. Safety Analysis And Countermeasure Research On Ground Settlement Of Shield Construction In Tianjin Metro Line 5
178. Study On The Variation Of Water Level And The Deformation Due To Dewatering Of Deep Foundation Pit Of Subway Station
179. Study On The Influence Mechanism Of Environment And Monitoring Early-warning Of The Shield Tunnel Construction In The Anhydrous Sand Layer
180. The Structural Design Of Precast Segment And Prediction Method Of Ground Surface Settlement For DS-TBM Tunnel In Urban Subway
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