About 27 item dissertation in line with Particle Flow Code query results,the following is 1 to 50(Search took 0.098 seconds)
- Analysis of Working Performance and Settlement Controling of Material Used Reinforced Earth,ZhengBiCan/Huazhong University of Science and Technology,0/7
- The Analysis of Soil Arching Effect of Pile-supported Embankment by Particle Flow Code,WanShaoJin/Yangzhou University,0/34
- Mesomechanism Research on Geogrid Treatment High Embankment,LiLei/Guangxi University of Science and Technology,0/23
- Research on flexible cushion design of pile under dry roots of iron ore tailings,WuHongBin/Kunming University of Science and Technology,0/5
- Micromechanics Study on the Failure Mechanism and Stability of Deep Buried Surrounding Rock of Underground Cavern,SunBo/Tianjin University,0/84
- Mechanism Research and Particle Flow Code Numerical Simulation of Piping in Foundation Pit Based on Hydraulic Fracture,BaiRuoXu/Tianjin University,1/163
- Study on Induced Anisotropy of Sand by Particle Flow Code,ShenYing/Zhejiang University of Technology,0/61
- The Analysis of Dynamic Property of Embankment Reinforced with H-V Inclusions by Laboratory Test and PFC2D Simulation,QiuChengChun/Shanghai University,0/6
- Study on Influence of Rock Shocks on the Open Tunnel Structure,TangJianHui/Southwest Jiaotong University,0/27
- Shear Strength Silumation Test Method of Graded Broken Stone and Its Appliance,XuYinShan/Chang'an University,0/32
- Application of Acoustic Emission on the Basis of Studies of Rock Failure Process,ZuoMing/Beijing University of Science and Technology,0/111
- Numerical Analysis of Vertical Reinforced Sand in Direct Shear Tests Using Particle Flow Code,GuoShuKui/Zhejiang University,0/165
- Stability Analysis of Tailing Dam Based on DEM with PFC,ChenYiKai/Central South University,0/225
- Prediction Research on Crater Lake Break-out Lahar Hazard of Changbai Mountain,WangXueDong/Jilin University,0/95
- Kinematic Process Simulation of High-Speed Long Runout Landslide in Jiweishan,ZhangLong/China University of Geosciences,1/234
- Study on the Anchorage Mechanism and Durability of Interior Bond Section of Prestressed Anchorage Cable,ZhangSiFeng/Tongji University,9/733
- Propagation Rule of Crack Rock Mass and Its Mathematics Model Research under the Seepage-Stress Coupling,ZhuangNing/Tongji University,1/2113
- Microscopic Mechanics of Soil Failure and PFC Numerical Simulation,ZengYuan/Tongji University,24/1830
- The Investigation on Stability and Mechanism of Soil Retaining Wall Reinforced with H-V Inclusions under Static Loads,ZhouHuai/Shanghai University,0/61
- The Study on Strength and Interaction Behavior of Soil Reinforced with Denti-Inclusions and Its Application,ZhaoGangFei/Shanghai University,0/43
- The Investigation on Stability and Mechanism of Embankment Reinforced with H-V Inclusions,ZhangShiLei/Shanghai University,1/80
- Microstructural analysis of uplift pile - barrel based soil,TianQiao/Shanghai Maritime University,3/123
- Studies on Bearing Capacity of Compaction Piles with Branches and Plates Based on Particle Flow Code in 2 Dimensions Theory,ChaiHao/Tianjin University,2/177
- The PFC Numerical Simulation of Vacuum Preloading in Improving Reclamation Sludge,XiZhiXiong/Beijing Jiaotong University,3/412
- Simulation of Dynamic Variations of Surface Topography in the Friction Process,ZhaoYongChun/Hefei University of Technology,1/162
- The Application of Particle Flow Code in Studying of Mechanical Characteristics of Soil-Rock Mixture,LiYaoXu/Yangtze River Scientific Research,3/172
- CBR Silumation Test Method of Graded Broken Stone and Its Appliance,RenZuoLong/Chang'an University,1/162
Total 1 Pages First Previous 1 Next Last
© 2012 www.DissertationTopic.Net Mobile
|