About 62558 item dissertation in line with TU,Building Science query results,the following is 401 to 450(Search took 0.01 seconds)
- Researching of Mechanical Property and Design Method on Anchorage Section of Pressure-dispersive Anchor Cable,LiuHaiLong/China Academy of Railway Sciences,0/17
- Verification of Chinese Critera on Sand Liquefaction during Earthquakes,AnYiFei/China Metallurgical Group Architectural Research Institute,0/35
- The Reserch about the Capacity Bearing of Stinging Presstressed Concrete Pipe Pile,ZhaoZuoTong/Jilin Jianzhu University,0/7
- The New Method to Test Soil Damping and the Change Law of its Damping Performance,ShenQuan/Nanchang University of Aeronautics and,0/20
- The Study on Mechanism of Strengthening Expansive Soil with Bag and Numerical Simulation,JiangXueHui/Nanchang University of Aeronautics and,0/42
- Influence of Deep Foundation Pit Excavation on Neighboring Buildings Foundation,LuYouMing/Nanchang University of Aeronautics and,0/121
- Study on the Deformation of TRD Enclosure Structure Deep Foundation Pit Construction,WangGang/Nanchang University of Aeronautics and,0/27
- Soft Performance of Horizontal Bearing Capacity of Pile Foundation,XiaoPeng/Guangzhou University,0/28
- Model test study on dynamic ground deformation and application of strong cohesive soil foundation,WangZuo/Jiangxi University of Technology,0/28
- Design Calculation and Engineering Application Of CFG Pile Composite Foundation,ZengQiao/Chongqing Jiaotong University,0/188
- Experimental Study on Physical and Mechanical Characteristics of Marine Soft Soil under the Change of Occurrence Environment,ZhaoWenWen/Guangxi University,0/24
- The Influnence of Tunneling on Adjacent Group Piles Foundation,YaoXiao/Guangxi University,0/56
- Research and Application on Deep Foundation Pit Dewatering Methods of Nanning Basin,HuangSongYang/Guangxi University,0/117
- Hydraulic and Mechanical Behaviour of Huai-an Expansive Soil,WuYiGao/Shanghai University,0/1
- Studay on the Engineering and Expansive Properties of Solidified Dredged Sludge-Phosphogypsum Blends,ZhangQing/Kunming University of Science and Technology,0/23
- Study on Settlement Calculation and Time Effect of Pile Foundation Considering Pile-Soil Relative Displacement,WangZhongZuo/Zhejiang University,0/57
- Experimental Study on the Static and Cyclic Behavior of Saturated Soft Clay Under Complex Stress Path,GuoLin/Zhejiang University,0/61
- Grout-Soil Interaction during Base Grouting and Its Effects on the Behavior of Grouted Piles,FangKai/Zhejiang University,0/55
- Study on Creep Characteristics of Q2Loess and its Effect on Slope,YaoChaoWei/Chang'an University,0/7
- Study Some Ploblems of Super Deep Foundation Pit Retaining Structure with Prestressed Anchor Cable,ZhuZhiGuang/Chang'an University,0/7
- The Research and Application of Dynamic Consolidation for Soft Soil Foundation,YeFaCheng/Shijiazhuang University of Economics,0/37
- Impact loading reinforcement of two different soil filling foundation energy consumption rule,LiuYongJun/Jiangxi University of Technology,0/25
- Experiment Study on the Cracking Mechanism about Loess in the Tunnelling Environment,JiaLiNa/Chang'an University,0/11
- The utility function and the energy consumption of dynamic compaction in the red sandstone soils,LiuHaoRan/Jiangxi University of Technology,0/27
- The reinforcement of Wenzhou soft clay consolidation theory and the test of electro osmosis method,FuHongTao/Jiangxi University of Technology,0/51
- Fissured Loess Plane Strain Compression Test,ZhouBin/Chang'an University,0/11
- Forecast Final Foundation Settlement of Deep Backfill Soil Based on Construction Settlement Observation Values,CaoQiang/Inner Mongolia University of Science and Technology,0/7
- Analysis of Optimization Research on internal stability of soil nailing wall,WangZuoYi/Jiangxi University of Technology,0/26
- A Study on Unsaturated Specimens Optimization and Deformation Characteristic under Cyclic Loading,YangGang/Dalian University of Technology,0/81
- Time-space Effect Analysis and Safety Evaluation of Deep Excavation in Ningbo Soft Clay Area,YeRongHua/Ningbo University,0/3
- Loess Slope Failure Model Test,XueMinChen/Chang'an University,0/42
- Effect Analysis on Dynamic Compaction Soiltreatment in the Aviation Assembling Workshop,DanHuiJuan/East China Jiaotong University,0/3
- Study on Working Mechanism of Coupling Anti-slide Pile by FLAC3D,KongXiangYing/East China Jiaotong University,0/5
- Study of Rain Infiltration on Stability of Unsaturated Pit Supporting Structure,QiuHaiBing/Xi'an University of Architecture and Technology,0/25
- Comparative Study on the Design and Monitoring of Anchor Supporting Pile Structure in Deep Foundation Pit Engineering,ZhangHongYao/Nanjing University of Technology and Engineering,0/55
- Soil Arching Effect and the Support Design Research of Micro Pile in Slope Reinforcement,ZhenXiCui/Xi'an University of Science and Technology,0/54
- Study on the Law of Anchoring Defects Affected to Stress Distribution of Bolt and Detection Technique,ZhangJing/Xi'an University of Science and Technology,0/41
- Application of Anchor Cable with Variable Angle of Strengthening Technology in Slope Engineering,Guo/Xi'an University of Science and Technology,0/21
- Research on No Vibration Compaction Technology of Small Spaces Collapsible Loess Foundation,LiMing/Xi'an University of Science and Technology,0/18
- Study on Mechanical Influene Factors of Double-row Stabilizing Piles,YuYang/Zhejiang University,0/52
- On Ultimate Bearing Capacity of Jack-up with Square Spudcan and Application to Structure Investigation Against Punch-through,ZhangAiXia/Dalian University of Technology,0/54
- Study on the Deformation Behavior of Sheet Pile Wall with Relieving Platform,HuYunLong/China Academy of Railway Sciences,0/25
- Research on Durability of Autoclaved Prestressed High Strength Concrete Pipe in Southern Coastal Areas,AiLiTao/South China University of Technology,0/54
- Study on Bearing Capacity and Settlement of Fan-wing Spudcan Foundation,LiuYi/Dalian University of Technology,0/9
- Research on Design Quality Control for Soft Soil Pile Foundation in Wuxi Area,QianBaoGuo/Shanghai University,0/30
- Computation Method for Response of Laterally Loaded Piles and Liquefaction-Mitigation Performance of Piled Foundation,XuLingYu/Dalian University of Technology,0/36
- Experimental Study on Corrosion of Organic Acid to Red Clay-Cemented Soil Pile,YuZaiXi/Kunming University of Science and Technology,0/3
- Experimental Study of Load Transfer About Tension-type Prestressed Anchor in Clay Layer,WangXiaoYong/Kunming University of Science and Technology,0/10
- The Influence of Anchor Cables to the Deep Mixing Piles,ChenWeiLing(TRAN DUY LINH)/Kunming University of Science and Technology,0/6
- Study on Analysis Methods and Application about Stability of Deep Excavation with Pile-Anchor Structure,YuHong/Nanjing University of Technology and Engineering,0/9
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