TU,Building Science - Dissertation

About 62558 item dissertation in line with TU,Building Science query results,the following is 151 to 200(Search took 0.031 seconds)

Research on Pile Foundation Defect Detection Technology Based on Wavelet and Support Vector Machine,KangWeiXin/Harbin Institute of Technology,0/60
The Designing and Numerical Simulation of Steel Sheet Pile Supporting Structure for Foundation Pit,HouJun/Nanjing University,0/23
Model Test and Numerical Simulation Research on Bearing Capacity Characteristics and Failure Modes of Underreamed Ground Anchor,GuoGang/China Metallurgical Group Architectural Research Institute,0/9
Soil Nailing Wall in Foundation Pit Engineering,ChenJiuQuan/Yanshan University,0/58
The Layer L₁and S₁of Loess Liquid Limit and Plastic Limit Reasonable Determination Method of Research,LiZuoZuo/Chang'an University,0/0
Bearing Behavior of Subsoil under Gravity Foundation with Anchors for Offshore Wind Turbines,WangErBei/Harbin Institute of Technology,0/31
Multivariate Regression Analysis on Influencing Factors of the Building Bearing Capacity of Foundation in Hebei Province,LuYongHao/Shijiazhuang University of Economics,0/6
Research on Analysis Method of Single Pile under Lateral Load,ZhangHong/Harbin Institute of Technology,0/38
Research on Deformation and Bearing Capacity of Single Pile under Vertical Load in Permafrost Region,SunYuYang/Harbin Institute of Technology,0/50
Study on Bearing Behavior of Composite Foundation of Compacted Cement-soil Pile,WeiWei/Harbin Institute of Technology,1/0
Dynamic Response Analysis of Turbine-generator Foundation Considering Soil-structure Interaction,FangMing/Harbin Institute of Technology,0/41
A e-p Curve Model for Soil Compression Process and its Engineering Applications,ZhouChi/Hunan University,0/38
Research on the Inner Forces Calculation of Pile-anchor Retaining Structure and Its Applications in Foundation Pit Engineering,ChenJiuYing/Hunan University,0/28
Study on Design Method and Mechanism of the Wall-pile-anchor Per-manent Retaining Structure for the Seismic Isolated Foundation Pit,ZhangHuaiWen/Beijing,0/4
Research on the Dynamic Response of Multilayered Elastic and Saturated Poroviscoelastic Media,WangXinYu/Tsinghua University,0/1
Stability Analysis on Deep Foundation Ditch of Pile Anchor Support Structure,KongLingBo/Shenyang University of construction,0/25
The Research and Analysis on Anchoring Performance of GFRP Bolt,HuJinXing/Central South University,0/13
The Interaction of Loess Area Caisson Wall and Soil,ZhaoQiLe/Xi'an University of Architecture and Technology,0/11
Research on the Stress Distribution and Bearing Capacity of the Hard Shell Foundation with Rib Beam,LiuZuo/Shenyang University of construction,0/3
Study on Experiment of the Wire Rope Net Bottom Anchoring,DingJianWei/Shenyang University of construction,0/11
Reliability Analysis of the Rearing Capacity of Prestressed Pipe Pile (PHC) Foundation,SunDongKun/Hebei University of Technology,0/14
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
Dynamic Analysis of Prestress Uplift Pile,DuZhiChao/Hebei University of Technology,0/13
Study on Lateral Affecting Range of Recently Reclaimed Soft Clay Foundation Improved by Vacuum Preloading,ZhaoYangYang/Tianjin University,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
Research of Foundation Pit Bracing Design Considering Redundancy,ZouQiong/Tianjin University,0/5
Research on the Soft Soil Foundation Treatment for Bracket of Casting-in-place Box Girde in Nangang Industrial Zone,YangHongBin/Tianjin University,0/3
Experimented Research on Seismic Performance of PHC Pipe Pile and Analysis of Bearing Capacity,GaoAn/Tianjin University,0/0
The Research of Response of the Pile Foundation Building Adjacent to Deep Excavation,GuanXinPeng/Tianjin University,0/4
Research of a New Type of Foundation for Offshore Wind Turbines with the Combining of Monoplie Foundation and Bucket Foundation,ZhuDongJian/Tianjin University,0/15
Study on the Forming Mechanism of the Replacement Pier under Dynamic Replacement Method,ZhengLingZuo/Ningbo University,0/5
Analysis of Stress Deformation of Pile Anchor Supporting Applied in China Satellite Building Foundation Pit Engineering,TianGuiZhong/Liaoning Technical University,0/4
Analysis of Stress Performance of Pre-stressed High-strength Concrete(PHC)Pipe Piles in Liaoshen Region,CuiDongDong/Shenyang University of construction,0/22
The Research on Plugging Effect of PHC Statically-Pressured Pipe Pile,GeTeng/Shenyang University of construction,0/10
Experimental and Theoretic Study on Electro-osmosis Drainage and Consolidation of Soft Clay,JiaoJun/Shenyang University of construction,0/17
Comparative Research on the Design and Site Monitoring of Continuous Diaphragm Walls in Nanning,MaiYing/Guangxi University,0/37
Study of the Independent Foundation Shearing Resistance Design under the Rock Foundation Column,DuanFangShi/Guangxi University,0/29
Fast Measurement Technology Research on Grain Size Distribution of Loose Accumulation Based on Digital Image Processing Technology,LiuJinXiu/Chongqing Jiaotong University,0/16
The Application of Gray Theory and AHP in the Pile Quality Assessment,XuHongYe/Nanhua University,0/2
Study on Ultimate Bearing Capacity of Large Diameter Bucket Foundation in Soft Clay,WangLei/Tianjin University,0/3
Numerical Study of Failure Mode of Pile Foundation for Offshore Wind Turbines,WangJunLing/Tianjin University,0/3
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
Analysis on Excessive Deformation during Deep Foundation Excavation in Soft Soil Area,LuoYangYang/Tianjin University,0/4
A Three-Dimensional Nonlinear Numerical Simulation of the Vertical Working Behavior of Pile Foundations with Defective Piles,LeiFengHao/Tianjin University,0/0
A Practical Method for Analyzing the Vertical Bearing Capacity and Settlement of Pile Foundations with Defective Piles,CaoJunZuo/Tianjin University,0/1
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
The Experimental Study of Diaphragm Wall Panel Trench by Micro-voltage Method,SunBing/Tianjin University,0/4
The Study of the Interaction between Anchor Chain and the Foundation,WuYunZhou/Tianjin University,0/4
Study on Engineering Properties and Strength Increasing Rule of Tianjin Marine Soft Soil,LuCheng/Tianjin University,0/2
Research on Calculation Methods for the Cellular-bulkhead Structure,GuoFuLin/Tianjin University,0/3