About 1687 item dissertation in line with Model test query results,the following is 1 to 50(Search took 0.030 seconds)
- Study of low carbon consumption behavior of consumers in Zhengzhou as an example,ZhouNan/Wuyi University,0/54
- Design and Implementation of Tobacco Monopoly Management Information System,WangZuo/Jilin University,0/60
- Research of Low-Power Design Method Based on SOC Test Controller,HanGuiBo/Harbin University of Science and Technology,0/2
- The Design of Control System in Pipelining of the Fish Process on the Large Ocean Processing Trawler,HanGuangChao/Zhejiang Ocean University,,0/4
- The Research on Power Cable Fault Point Position Based on Optical Fiber Sensing Technology,HuangJiaSheng/South China University of Technology,0/49
- Study on Environmental Loads and Coupled Motion Response of Floating Offshore Wind Turbine System,YeXiaoZuo/Harbin Engineering University,0/110
- Mechanism Research of Geogrid-reinforced Retaining Wallsubjected to Load from Strip Foundation at the Top Surface of Wall,ChenZuoZuo/Hebei University of Technology,0/4
- Model Test Studies and Numerical Analyses of the Vertical Bearing Behavior of Bored Piles and Pile Groups with Breakage Defects,SuJuan/Tianjin University,0/2
- Study on the Forming Mechanism of the Replacement Pier under Dynamic Replacement Method,ZhengLingZuo/Ningbo University,0/5
- Experimental Studies and Numerical Analyses of the Pile-Soil Interface Property and its Effects on the Vertical Bearing Behavior of Bored Piles,ZhanChuan/Tianjin University,0/4
- Experimental Researches and Numerical Analyses of Vertical Bearing Behavior of Bored Pile Foundations Including Defective Piles with Stem Enlargement or Shrinkage,ZhangMeiNa/Tianjin University,0/3
- Large area reclaimed tidal silt foundation vacuum preloading test research techniques,ChenXingCheng/Jiangxi University of Technology,0/97
- Study on Bearing Capacity Behavior of Branch Pile in Different Soil,ZhongGuoChao/Zhejiang University of Technology,0/3
- Experimental Study on Bearing Capacity of Disk Pile Group under Uplift Load,YanJianHua/Zhejiang University of Technology,0/7
- Moisture Migration of Expansive Soil and Lime-treated Expansive Clay in the Xinqiao Airport Area of Hefei,GeSong/Hefei University of Technology,0/53
- Experimental Research on Treatmenttechnology and Stability of Collapsible Loess High Embankment Foundation,MeiYuan/Xi'an University of Architecture and Technology,0/122
- Study on Settlement Properties of Directly Reinforced Method for Foundation with the Inter-layered Soft Soil,LiaoChangBin/Xiangtan University,0/44
- Study on Reinforcement Mechanism and Safety Analysis Method of Reinforced Soil Slopes,WangLiPing/Tsinghua University,0/40
- Model Test Study on Anchorage Characteristics of Basalt Weathering Soil Slope,LinCong/Wuhan University of Science and Technology,0/15
- Analysis and Research of the Pipe Pile Model Shaking Table Test,ShenHuaiLi/Hebei University of Engineering,0/22
- The Slurry Infiltration Law and Visualization Experiment under the Seepage Conditions in Sandy Gravels,WangLiYing/Hebei University of Engineering,0/75
- Study on Pile Pipe-soil-structure Model Based on Shaking Table Text,HuoZuo/Hebei University of Engineering,0/16
- Centrifuge Modelling and3-D Numerical Analysis of Large Diameter Single Pile under Lateral Loads,XiongGen/Zhejiang University,0/13
- The Research of Non-excavation Anti-slide Pile's Key Technology,LiQingQuan/China Academy of Railway Sciences,0/11
- Model test study on dynamic ground deformation and application of strong cohesive soil foundation,WangZuo/Jiangxi University of Technology,0/28
- Research4000kN·m Level of Compaction Soil Slope Dynamic Response Rule,HangDePing/University of North,0/1
- Uplift Tests and Numerical Analysis on a Full-scale Pipe Segment in Lumpy Soft Clay Backfill,NiWeiJie/Zhejiang University,0/8
- Shear Connector Test of the Concrete Composite Box Girder with Corrugated Steel Webs,MaYuanFei/Chang'an University,0/3
- The Studying of Some Similar Problems in Shaking Table Test Structure Model,YeTaoPing/Hebei University of Engineering,0/71
- Experimental Study and Numerical Simulation on Seismic Response of Urban Underground Subway Structures,ZhaoDongDong/Tsinghua University,0/37
- Application Research on Water-discharging Pressure Relief Technology for Swimming-pool Anti-floating,XuZuo/Nanchang University of Aeronautics and,0/25
- The Analysis of Hydraulic Turbine Model Based on Multi-sensor,GaoXiaoYu/Hebei University of Engineering,0/24
- Numerical Simulation of Ice Submergence in Water Conveyance Channel,LuoZuo/Tianjin University,0/1
- Study on Standardization for the Elbow Inlet Conduit in Large and Medium Pumping Station,DongLei/Yangzhou University,0/26
- Hydraulic Model Selection and Model Experimental Study on Pump Sets of Wujiang Pumping Station,ZhenFeng/Yangzhou University,0/13
- Numerical Simulation and Experimental Research on Zhe Jiang Mao-Yangdang Shaft Tubular Pumping Device,LiTianJing/Yangzhou University,0/22
- The Application of Numerical Simulation on Shape Optimization Test of Spillway Tunnel Facilities for Cavitations' Mitigation,GuoChen/Hefei University of Technology,0/6
- Three-dimensional Flow Pattern Analysis and Research on New Bottom Axis-driven Flap Gate of Ancient,TuWenRong/Yangzhou University,0/16
- Research of Spray Characteristics and Real Time Nu-Merical Prediction of the Motion Response of High Speed Planing Craft,LingHongJie/Jiangsu University of Science and Technology,0/5
- Numerical Simulation and Model Test on the Hydrodynamic Performance of FPSOS under Extreme Marine Conditions,ZhengXiang/Harbin Engineering University,0/50
- Research on the Hydrodynamic Performance of the Air Cushion Assisted Catamaran,YangJingLei/Harbin Engineering University,0/16
- Study on Flare Slamming on Ship and Hull Beam Response,SunFangSheng/Harbin Engineering University,0/44
- Study on the Maneuvering Motion of Unmanned Composite Trimaran with Certain Preventing Collisions Function,CuiJian/Jiangsu University of Science and Technology,0/3
- Risk-based Analysis of Structural Performance for Sphere-cylinder Combined Shell,BaiXu/Harbin Engineering University,0/33
- Research on Wave Motion Compensation of Two Side-by-Side Positioned Ships,ShiPingAn/South China University of Technology,0/50
- Numerical Simulation and Model Test of Floatover Installation for Large Platform Topsides,ChenXiaoHui/Ocean University of China,0/89
- Study on Improvement Measures of Navigation Flow Condition of Double-line Ship Lock Project in Guiping Hub,LiGuoSen/Tianjin University,0/1
- The Study on Mechanical Behavior of Highway Tunnel in Fault Fracture Zone,LiPan/Chang'an University,0/99
- The Experimental Study and Theoretical Analysis on Mechanical Behavior of Immersed Tube Tunnel Section Joint,BinShengLin/Chang'an University,0/24
- Research on Characteristics of Deformation and Surrounding Rock Pressure in Loess Highway Tunnel Based on Centrifugal Model Test,YangWanJing/Chang'an University,0/29
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