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Keyword [Excavation]
Result: 121 - 140 | Page: 7 of 9
121. Research On The Control Of Surface Settlement During Shield Construction In Water-rich Fine Sand Layer
122. Prediction Of Ground Deformation And Assessment Of Constructions Risks Of Excavation Face During Shield Tunneling In Weathered Stratum
123. Research On Magnetic Target Recognition Algorithm Based On Magnetic Gradient Tensor
124. The Shield Tnuuel Passes Under Fengyuquan Gas Station Simulation Analysis Of Surface Settlement
125. Study On Surface Settlement Law And Construction Optimization Of Double Arch Metro Tunnel Caused By Shallow Buried Excavation In Loess Site Of Xi'an
126. Research On Revival Mechanism And Stability Of Dalixi Landslide Under Excavation
127. Study On Stability Of Bedrock Loess Fill Slope Under Rainfall
128. Analysis Of The Influence Of Rainfall And Excavation Methods On The Stability Of Loess Slopes
129. Stability Analysis And Control Measures Of Jinqiao Landslide On Suining-Guang'an Expressway
130. Three-Dimensional Numerical Simulation Of Land Subsidence Considering Dewatering And Excavation Of Tunnel
131. Research On Ground Settlement Induced By Excavation Of Urban Shallow-Buried Small Clearance Tunnels And Control Methods
132. Excavation And Functional Characterization Of High Osmotic Pressure Resistant Elements Of Corynebacterium Glutamicum
133. Excavation Enhanced Geothermal System-Mechanical&Heat Transfer Simulation On Tunnel Surrounding Rock
134. Study Of Soil Settlement Law Induced By Excavation Disturbance And Rainfall Infiltration
135. The Research On Peripheral Subsidence Caused By Deep Excavation In Soil-rock Mixture Strata
136. Underwater Excavation Test And Numerical Simulation Of Reverse Circulation Drilling Tool For Deep Foundation Pit
137. Freeze-Thaw Damage Model Of Deep Excavation Settlement In Loess Areas Of Xining
138. Study On Influence Of Soil Stress Path On Grouting Characteristics
139. Application Of Unsaturated Soil Pressure Theory In Supported Excavation In Yu County
140. Experimental Study On Excavation Unloading Model Of High Steep Slope
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