TU,Building Science - Dissertation

About 62558 item dissertation in line with TU,Building Science query results,the following is 251 to 300(Search took 0.022 seconds)

The Research on Shear Performance of Pre-stressed Concrete Pipe Pile,ChenKai/Hefei University of Technology,0/20
The Experimental Study on the Mechanical Characteristics of Expansive Soil Considering the Stress History,WangDaoShan/Hefei University of Technology,0/25
The Research of Pile Responses Due to Tunnelling,LiTongYu/Hefei University of Technology,0/26
Study on Working Behavior of Inclined Micro-piles under Lateral Load,HuaPeng/Hefei University of Technology,0/18
Study on the Test and the Load-bearing Characteristics of Half-screw Pile,XuLiang/Hefei University of Technology,0/55
The Research on Flexural Performance of Pre-stressed Concrete Pipe Pile,LiuXiaoLe/Hefei University of Technology,0/58
Research on Cushion of Rigid-pile Composite Foundation,TangYiMin/Hefei University of Technology,0/20
Analysis of Bearing Capacity of Assembly Type Permeable Cone-shaped Pile,HuangXing/Hefei University of Technology,0/5
The Study on the Mechanism of the Retainning Structure with Double-row Piles in Deep Foundation Pit,FanNingYang/Changsha University of Science and Technology,0/39
Semi-analytical Solutions on Tilted Transversely Isotropic Multi-layered Foundation,YangShuai/Xiangtan University,0/28
The Finite Element Analysis of Soil-pile Raft-superstructurea Considering Contact Effect,YuXuan/Xiangtan University,0/35
The Soil Stability Analysis of Soft Soil Slope Toe Excavation,LuoPeng/Hefei University of Technology,0/30
Numerical Simulation of the Pile-soil Interaction and Bearing Capacity of Single Pile,ZhangShaoHui/Hefei University of Technology,0/26
Moisture Migration of Expansive Soil and Lime-treated Expansive Clay in the Xinqiao Airport Area of Hefei,GeSong/Hefei University of Technology,0/53
Research on Rheological Consolidation of Soft Clavev Soils in Dual Scale,MaBoNing/Zhejiang University,0/19
Theoretical Study on Stabilization of Marine Soft Clay in Hangzhou,LiXueGang/Zhejiang University,0/61
Dynamlc Response and Long-term Settlement of Soft Foundation under Traffic Load,SunBo/Zhejiang University,0/74
Investigation of Improved Fictitious Soil Pile Method and its Application in Longitudinal Vibration Problems of Piles with Nonconstant Cross Sections,WangNing/Zhejiang University,0/28
Study on Behaviour and Application of Cast in Situ Concrete Large Diameter Tubular Piles,YangDong/Zhejiang University,0/24
Experimental Research on Treatmenttechnology and Stability of Collapsible Loess High Embankment Foundation,MeiYuan/Xi'an University of Architecture and Technology,0/122
Long Auger Drill Hole Grouting Piles in the Gravel Pit in Water-rich Strata of Applied Research,LiWen/Chongqing Jiaotong University,0/4
The Application of Settlement Calculation of Double Direction Reinforced Composite by Asymptotic Homogenization Method,LuYiWei/Xiangtan University,0/25
The3D Finite Element Numerical Simulation on the Characteristics of Negative Skin Friction for Pile Groups under Surface Load,ZhuSiJing/Xiangtan University,0/45
Forming Mechanism Analysis of Negative Friction Resistance of Single Pile and Vertical Bearing Capacity Calculation,TangYang/Xiangtan University,0/70
Study on Settlement Properties of Directly Reinforced Method for Foundation with the Inter-layered Soft Soil,LiaoChangBin/Xiangtan University,0/44
The Finite Element Analysis of Interaction between Raft Foundation-subsoil and Superstructure,FanLiJia/Xiangtan University,0/55
Finite Element Analysis on the Maintenance and Strengthening of Retaining Structures in High-altitude Regions,YuanKeJia/Chang'an University,0/5
Research on Man-excavated Pile Bearing Characteristics under Different Infiltration Conditions,QinJian/Chang'an University,0/6
Study on the Soft Soil Settlement under the Conditions of Change the Consolidation Coefficient by Numerical Simulation Analysis,QinShiWei/Chang'an University,0/10
Experiment Study on the Artificial Rainfall of Loess Slope in Xi'an Area,ZhangChangJun/Chang'an University,0/12
Development of the Bearing Capacity of Cast-in-place Piles in Permafrost Regions during the Early Construction Stage,ZhangShouGuo/Chang'an University,0/18
Studying on the Characteristics and Design Optimization of Branches and Plate Piles,WangXiaoLei/Chang'an University,0/4
Analysis and Research on Interaction of Foun-Dation-ground and Superstructure of a Plaza Building,CaiFengSheng/Zhejiang University,0/14
Research on Stress and Deformation of Piles under Coal Loading in Soft Soil Area,WangQi/Zhejiang University,0/3
Experimental Study of the Microstructure of Hangzhou Soft Clay under Complex Stress Path,DengYiLiang/Zhejiang University,0/15
Field Test and Numerical Simulation of Reinforced Soil Retaining Wall,ZhangLei/Zhejiang University,0/12
Numerical Analysis on Behavior of Geogrid-reinforced and Pile-supported Composite Foundation,ZhaoFan/Zhejiang University,0/12
Analysis Method of Elevated-cap Pile Group Foundations Subjected to Multidirectional Loads and Its Applications,ZhengZhong/Zhejiang University,0/8
Settlement Calculation Studv of the Tubular Pile-net Composite Foundation,LiuHongKai/Zhejiang University,0/8
Characterizing Liquefaction Resistance of Clayey Sand by Shear Wave Velocity,LiangTian/Zhejiang University,0/15
Anchorage Structure Repeatable Grouting Technique and Its Mechanism,MeiZiGuang/China University of Geosciences,0/5
Research on Cross-section Optimization of Piles Based on Reinforced Concrete Composite Elastic Modulus,LiuQingTao/China University of Geosciences,0/5
Numerical Simulation on the Interaction of Piles-wall Protection-landslide Body,ZhaoZuo/China University of Geosciences,0/14
Shandong Yellow River Alluvial Plain of PHC Pipe Pile Soil Engineering Characteristics Research,HouJianDong/Jinan University,0/4
Engineering Characters of Miscellaneous Fill and Stability Analvsis of Foundation Pit Slope,ShiYanFeng/Hainan University,0/15
Design and Implementation of Portable Ultrasonic Pile Detectiton System,ZhaoYang/Central South University,0/26
Experimental Study on Dynamic Elasticity Modulus and Damping Ratio of Coarse-Grained Soils,WangJia/Central South University,0/40
Study on Reinforcement Mechanics and Consolidation Settlement Analysis of Solf Foundation Treatment with the Method of Prefabrieated Drain with Preloding,LuoJiaJin/Central South University,0/37
Design Optimization of Strip Foundation Pit Retaining Structure under Asymmetric Load,CuiWeiJiu/Jinan University,0/10
Study on the Deformation of Retaining Structure with Double-row Piles in Soft Ground Conditions,SunTao/Jinan University,0/13