TU,Building Science - Dissertation

About 62558 item dissertation in line with TU,Building Science query results,the following is 301 to 350(Search took 0.030 seconds)

Determination of Modified Cam-Clay Model Parameters and Engineering Application for Marine Soft Soil in Shenzhen,LuoJinHua/Central South University,0/40
Research on Supporting Design Method Based on Pile-anchor Structure Parameters Influence on Deformation of Deep Foundation Pit,JiangJingBo/Central South University,0/30
A Simplified Numerical Modeling Method on Large Group Pile Behavior under Lateral Loading,YangPeng/Central South University,0/8
On Calculation Model and Case Study of the Pile-supported Counterfort Retaining Wall on Slopes,LiaoLaiXing/Central South University,0/24
Research on Creep of Reticulate Red Clay under Stepped-load and Constant-load,HeYuRong/Central South University,0/7
Study on Reinforcement Mechanism of Cement-water Glass (Silicate) Double Grouting for Residual Soil and Engineering Application,AiXiaoJun/Central South University,0/17
Research on State of Double-row Anti-slide Micropiles Based on the Displacement of Top Pile,SunFeiFei/Central South University,0/13
Design and Application of the Retaining and Protection for Deep Foundation Excavation,LiaoShuLian/Central South University,0/60
Simplified Finite Element Analysis of Pile-raft Foundation and Calculation Program Development,YangTao/Central South University,0/24
(A Comparative Study on the Working Properties of Pile-Raft Composite Foundation and Pile-Raft Composite Structure),JieJianChao/Central South University,0/32
Numerical Simulation of Excavation and Support,ZhangTao/Hefei University of Technology,0/32
Study on Engineering Characteristics and Treatment Schemes of the Soft Foundation with Large Thickness Lying in the High Filled Section in Fu Ling Power Station,ZhouYi/Chengdu University of Technology,0/30
The Study of Health Diagnostic Index System and Evaluation System of Structural Safety with Slide-resisitant Piles,LiHuo/Chengdu University of Technology,0/25
Finite Element Analysis of a Foundation with Pile-anchor Structure in Shenzhen,ZhangQuan/Nanhua University,0/34
The Water Retention Properties of Silt under Consolidation Stress and Temperature Effects,HuXinJiang/Three Gorges University,0/30
Analysis of Characteristics of the Stress of the Foundation Pit Retaining Structure with Double-row Piles Based on the Theory of Soil Arching,HuangXueLong/Guangzhou University,0/55
Design of the Long-Shotr-Pile Composite Foundation's Bearing Capacity and Settlement,TangChunHua/Guangzhou University,0/40
Numerical Analysis and Application Research on Dynamic Compaction Used in Coarse-grained&Backfilled Foundation Treatment,LiangShuang/Guangzhou University,0/55
Research on the Durability Problems of Prestressed High Strength Concrete Pipe Pile,MaXu/Guangzhou University,0/53
Application and Analysis of Foundation Pit Support Structure under the Action of Multilayer Bracings,LiHongHao/Yangzhou University,0/38
The Research of Tensioned Membrane Effect in the Pile-supported Embankment,ChenYi/Yangzhou University,0/16
Research on Stability Against Overturning of Retaining Structure with Double-row Piles,YaoJia/Yangzhou University,0/34
Application Research of Concrete Pile of400mm Diameter in Composite Soil-nailed Wall,YinZhengGui/Henan University of Technology,0/22
Luochuan loess engineering properties and foundation treatment,ZhouNi/Shaanxi Normal University,0/44
Strenthening Mechanism of Vacuum-surcharge Preloading and Finite Element Analysis on Large Deformation,LiuChangHong/Xiangtan University,0/49
Effects of Soluble Salt on Loess Collapsibility in Tongxin District of Ningxia,ZhaoZuo/Ningxia University,0/47
Triaxial Test Study on Strength and Deformation Behavior of Sandstone-mudstone Patricle Mixture,DengWenJie/Chongqing Jiaotong University,0/64
Research on Archcor Cable Prestressed Non-destructive Testing Methods,TanLiMing/Chongqing Jiaotong University,0/38
Static and Dynamic Interface Shear Properties of Soil/Geosynthetics Systems,LinXu/Shanghai University,0/1
Experimental Research on Mechanics and Constitutive Model of Artificially Cemented Sand,ZhaoCan/Hubei University of Technology,0/0
The Seismic Study of Property of Prestressed Pipe Pile (PHC) Foundations in High Seismic Intensity Area,LiGuangMing/Hebei University of Technology,0/20
Study on Reinforcement Mechanism and Safety Analysis Method of Reinforced Soil Slopes,WangLiPing/Tsinghua University,0/40
The Research of the Horizontal Bearing Capacity of Super-Long Pile Based on Meshless Natural Element Method,ZhouHuaCong/Shanghai University,0/25
Research on Mechanism and Mechanical Behavior of Prestressed Anchor Flexible Supporting System,TuBingXiong/Dalian University of Technology,0/71
The Study on Vertical Bearing Capacity Calculation Methods of Rock-socketed Piles Based on the Load Transfer Method,LuoWeiHua/Hunan University,0/12
Study on Application of the Counterfort Retaining Wall with Pile Foundation in the High Filling Engineer,WangZuoQing/Chang'an University,0/12
The Research on the Ultimate Bearing Capacity of Gravel Pile,ChenWei/Wuhan University of Science and Technology,0/14
Model Test Study on Anchorage Characteristics of Basalt Weathering Soil Slope,LinCong/Wuhan University of Science and Technology,0/15
The Analysis of the Capacity Infuencing Factors of Chemistry Anchors Group in Small Spacing,LiuBaiPing/Wuhan University of Science and Technology,0/11
The Numerical Simulation of Engineering Geological Properties of Structural Soft Clay in Zhanjiang Group,LiuYaGuang/Wuhan University of Science and Technology,0/11
Analysis and Application of Pile Raft Foundation for High-rise Building Pile Reinforcement Strengthening,MaZhiLi/Wuhan University of Science and Technology,0/15
Study on Earthquake Response of PHC Pipe Pile Considering Soil-Pile-Structure Interaction,LiYueChen/Wuhan University,0/14
Analysis on Bearing Capacity and Deformation Characters of Upper Geosynthetic-encased Stone Column,WuMengZuo/Hunan University,0/16
Reliability Analysis of Embedded Depth for Rigid Anti-slide Pile,DuCuiCui/Hunan University,0/29
Calculation Method for Design of Pile Foundation Considering Differentia of Ground and Pile in Karst Region,HeQingXiang/Hunan University,0/52
Seismic Performance Analysis for SPC-RC Mixing Pile under the Coupling of the Erosion Environment and Load,MuBaoLei/Chang'an University,0/4
Calculation Method for Effective Pile Length of Super Long Pile Group with Consideration of Pile Group Effect,DanHuaFeng/Hunan University,0/36
Calculation Method of Bearing Capacity Design of Composite Foundation with Capped Rigid Pile,WuYanQuan/Hunan University,0/30
Application of High Strain Testing for Determining of the Pile Bearing Capacity,WangBingYu/Agricultural University of Hebei,0/45
Geotechnical Engineering Analysis and Evaluation on Building Foundation on Beihai Sandbank Sedimentary Strata,ZhongHongMing/Ocean University of China,0/2