About 141 item dissertation in line with pile group query results,the following is 1 to 50(Search took 0.066 seconds)
- A Practical Method for Analyzing the Vertical Bearing Capacity and Settlement of Pile Foundations with Defective Piles,CaoJunZuo/Tianjin University,0/1
- Experimental Study on Bearing Capacity of Disk Pile Group under Uplift Load,YanJianHua/Zhejiang University of Technology,0/7
- Analysis Method of Elevated-cap Pile Group Foundations Subjected to Multidirectional Loads and Its Applications,ZhengZhong/Zhejiang University,0/8
- A Simplified Numerical Modeling Method on Large Group Pile Behavior under Lateral Loading,YangPeng/Central South University,0/8
- Settlement Method for Calculating Pile-soil Stress Radio of Rigid Pile Composite Foundation,PengLi/Hunan University,0/38
- Research on Settlement Regularity of Pile Group Foundation for High-Rise Building in Handan City,GaoWenZuo/Hebei University of Engineering,0/27
- Research on Key Technology of Ground Treatment in the Karst Areas,XiaoChengAn/South China University of Technology,0/86
- Study on Laterally Bearing Characteristic of DX Pile with Theory Analysis and Numerical Analysis,PengWen/Beijing Jiaotong University,0/22
- Basement Structure Design and Analysis of Anti-floating,WangHao/Hefei University of Technology,0/134
- Three-dimensional Numerical Modeling of Responses of an Existing Pile Group Due to Tunneling,SongHe(Imran Ali Soomro)/Huazhong University of Science and Technology,0/6
- Reasearch on the Load Bearing Characteristics of Bridge Group Piles Foundation on Loess Non-uniform Deformation,DongXiaoMing/Chang'an University,0/33
- The Research on the Vertical Load-bearing Characteristics of Rock-socketed Pile Group Foundation in the Highway Bridges,SunXiaoNa/Chang'an University,0/9
- Simplified Seismic Analysis Method of Bridge Pile-group Foundation in Liquefiable Ground,LinJiCong/Harbin Institute of Technology,0/54
- Shake Table Experiment and Numerical Simulation Method for Dynamic Soil-Pile Group Interaction in Liquefiable Ground,LiQingHua/Harbin Institute of Technology,0/34
- Research on Pile Group Analysis Method of Jacket Offshore Platform,WangJian/Tianjin University,0/5
- Research on Bearing Capacity Mechanism and Design Theory of Pile Groups Subjected to Torsion,HeLanKuan/Changsha University of Science and Technology,0/37
- Under the Action of Vertical Load Bearing Capacity of Prestressed Concrete Pipe Pile Analysis and Research,TongTianPei/Anhui University of Architecture,0/9
- Study on Settlement Calculation of Differential Pile Group Foundations and Its Engineering Application,YangCanYu/Hunan University,0/27
- Pile Group Bearing Capacity of the Long Auger Bored Piles under Vertical Load,ZhengWei/Hefei University of Technology,0/43
- Experimental Study on Bearing Capacity of Disk Pile Group under Vertical Load,SunGuangZuo/Zhejiang University of Technology,0/32
- The Stress Analysis of Pile Foundation in Horizontal Loads under the Sliding Beam in the Immersed Tube Prefabricated Factory,ShuaiHuaFei/South China University of Technology,0/40
- The Analysis of Mechanical Problems and Settlement Theory of Group of Pile Foundation Nder the Load,YangZuo/Chongqing Jiaotong University,0/61
- Research on Foundation Pit’s Deformation under Combined Actions of Double-row Supporting Piles and Composite Pile Group Foundation,LiuRiCheng/Shandong University,0/49
- Experimental Study on Disk Pile Groups under Lateral Load,DiXiaoPeng/Zhejiang University of Technology,0/60
- Research on the Pile Group Effect of Horizontal Bearing Pile Foundation,ChenShaoDong/Harbin Institute of Technology,0/1
- Effects of Deep Excavation on the Bearing Capacity of Engineering Piles,LinZhiYue/Hefei University of Technology,0/5
- Seismic Response Analysis of Elevated Pile Foundation on Pile-soil Interaction,HuangBo/Changsha University of Science and Technology,0/87
- Model Tests and Analytical Research on Batter Pile Foundation under Lateral Loading,YuanLianHua/Zhejiang University,0/130
- Reliability Analysis of Bearing Capacity and Reliability-Design Optimaization of Piles,XuZhiJun/Huazhong University of Science and Technology,0/200
- Test and Theoretical Study on Bearing Capacity Behavior and Settlement of Pile in Soft Soils,ZhangQianQing/Zhejiang University,0/478
- The Surface Subsidence and the Influence on Piles Group Due to Urban Shallow Tunnels,GaoWei/Shandong University of Technology,0/93
- Research of Group Foundation with Unequal Piles of Multi-span Cable-stayed Bridge with Ultra-high Piers,LiJiaBao/Hunan University,0/48
- Research on the Impact of the Development of Plasticity to Seismic Performance of Bridges,YiHanBin/Beijing University of Science and Technology,0/64
- Dynamic Buckling Analysis and Engineering Application of Group Piles in Vertical Elastic Compression Wave,DengJianAn/Hunan University,0/36
- Study on Stability for Saline Soil Subgrade and Pile Foundation in Permafrost of Cold and Arid Region,LiuLu/Lanzhou Jiaotong University,0/1
- Study on the Effects of Soil Liquefaction Induced Lateral Spreading on Pile Foundation,LuDunHua/Central South University,1/365
- Study on Load Bearing Characteristic of Squeezed Branch and Plate Pile with Full-Scale Test and Numerical Methods,GaoXiaoJuan/Zhejiang University,7/476
- Study on Interaction Mechanism of Cap-Pile Groups-Soil for Isolated Foundation,HanYunShan/Taiyuan University of Technology,1/493
- Study on Dynamic Computational Model of Pile-Soil Interaction and Applications in Seismic Response Analysis of Pile-Supported Structures,KongDeSen/Dalian University of Technology,26/1785
- Study on the Effect of Group Caps of Piles Bearing Vertical Load,CuiHongJun/Wuhan University,0/290
- Study on Behavior of Battered Piles under Inclined Load,LvFanRen/Zhejiang University,28/770
- Flow Friction of Pile and Pile Group and Its Application on the Tidal Numenical Modelling,TangShiFang/Dalian University of Technology,22/477
- On Lateral Seismic Response of Pile Foundation Induced by Far-Field Earthquake,JiangDongQi/Zhejiang University,4/518
- Pile horizontal vibration theory and properties of,HuAnFeng/Zhejiang University,6/507
- Tilted slightly under vertical loading piles and vertical piles under inclined loads Mechanism,WangLi/Tianjin University,1/217
- Research on the Settlement Characteristics of Post Grouting Pile Group Foundation,ZouLi/Southwest Jiaotong University,4/488
- Dynamic Response of Row-Piles to the Force of Wave and Bore,ZhaoZuo/Zhejiang University,0/301
- Calcareous sands bearing behavior of pile foundation engineering,JiangHao/Wuhan Institute of Rock and Soil Mechanics,2/206
- Research on Behavior of Pile Shaft Compression and Settlement Deformation of Pile Group Foundation under Vertical Load,QiuRenDong/China Academy of Building Research Institute,4/328
- Study on Model Test of Large-Diameter and over-Length Pile Group in Loess Area,WangWenLiang/Xi'an University of Architecture and Technology,4/114
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