Dissertation 

About 257 item dissertation in line with Wuhan Institute of Rock and Soil Mechanics query results,the following is 1 to 50(Search took 0.051 seconds)

  1. Study on Hybrid Meshless Methods and Its Application,HuangZheCong/Wuhan Institute of Rock and Soil Mechanics,0/264
  2. Study on Engineering Geological Properties of Coral Reefs and Feasibility of Large Project Construction on Nansha Islands,WangXinZhi/Wuhan Institute of Rock and Soil Mechanics,4/452
  3. Mechanical Behavior of Gravelly Soil and Analysis Initiation of Debris-flows in Jiangjia Ravine,WeiHouZhen/Wuhan Institute of Rock and Soil Mechanics,1/407
  4. Study on the Moisture-heat Coupling Behavior of Expansive Soil and the Mechanism of Cut Slope Protection,LiXiongWei/Wuhan Institute of Rock and Soil Mechanics,5/539
  5. Model Test and Theoretical Analysis of the Interaction of the Surrounding Rock and Supporting System of Underground Engineering,ChenHao/Wuhan Institute of Rock and Soil Mechanics,8/896
  6. Research on Physical Model Test and Numerical Simulation for Traffic Tunnel with High Geostress,LiDan/Wuhan Institute of Rock and Soil Mechanics,4/799
  7. Key Issues of Dynamic Exploration Survey Based on the Borehole Radar and Digital Imaging,ZhongSheng/Wuhan Institute of Rock and Soil Mechanics,6/322
  8. Modeling of Modified Subgrade for Couped Thermo-Hydro-Mechanical-Chemical Processes and Numerical Simulation for Deformation of Subgrade,YangYang/Wuhan Institute of Rock and Soil Mechanics,2/325
  9. Study on Security and Stability of Deep Buried Highway Tunnel Based on Anisotropic Theory,ZhangBo/Wuhan Institute of Rock and Soil Mechanics,4/559
  10. Study on Dynamic Warnning Method of Bank Slopes in Deep-Cut Valley during the Course of Excavation,ZhangZhenHua/Wuhan Institute of Rock and Soil Mechanics,4/294
  11. Study on Seepage of Foundation Pit and Engineering Application,NiCaiSheng/Wuhan Institute of Rock and Soil Mechanics,2/1065
  12. Study on High Pressure Grouting on Plinth of High CFRD and Its Intelligent Pridiction and Control,GuoXiaoGang/Wuhan Institute of Rock and Soil Mechanics,0/376
  13. Seismic Response and Saftety Assessment Method of Underground Openings in Rock under Seismic Loading,LvTao/Wuhan Institute of Rock and Soil Mechanics,7/646
  14. A Two-Phase Flow Model of Unsaturated Soil and Its Application,XuYanBing/Wuhan Institute of Rock and Soil Mechanics,1/640
  15. Numerical Analyses for Bearing Capacity Behavior of Offshore Foundation under Complicated Conditions,ZhanYunGang/Wuhan Institute of Rock and Soil Mechanics,0/211
  16. Study on Optimization of 3D Joint Network Simulation in Rock Mass and Its Application in Jijicao Block, Beishan, Gansu Province,MeiTao/Wuhan Institute of Rock and Soil Mechanics,6/331
  17. Study on Mechanical Properties of Granites under High Pressure Conditions and Its Constitutive Models,HuYunHua/Wuhan Institute of Rock and Soil Mechanics,13/881
  18. Study on Mechanics and Hydro-mechanics Properties of Granite Joint in Ganshu Beishan Area,YinLiMing/Wuhan Institute of Rock and Soil Mechanics,1/329
  19. Study on Formation Mechanism of Excavation Disturbed Zone of Hard Fractured Rockmass,ZhuZeQi/Wuhan Institute of Rock and Soil Mechanics,3/572
  20. Studies on Temperature Effect of Mechanical Properties and Micro Mechanism of Rock Salt,ChenJianWen/Wuhan Institute of Rock and Soil Mechanics,2/490
  21. Experimental-Theoretical-Numerical Studies of Elasto-Plastic and Creep Property of Sandstone with Hydro-Physico-Chemical Influencing Effects,QiaoLiPing/Wuhan Institute of Rock and Soil Mechanics,7/614
  22. Study on the Engineering Characteristics of Rock and Soil Material Based on Numerical Test,YinXiaoTao/Wuhan Institute of Rock and Soil Mechanics,4/731
  23. Study on Mechanical Model of Brittle Rock under High Stress Condition and Its Engineering Applications,HuangShuLing/Wuhan Institute of Rock and Soil Mechanics,18/1602
  24. Research of Pile and Bolt’s Non-Destructive Test Technology Based on 3D Guided-Wave Theory,YueXiangHong/Wuhan Institute of Rock and Soil Mechanics,5/532
  25. Study on Strength Reduction Technique Considering Rheological Property of Rock and Soil Medium,ChenWeiBing/Wuhan Institute of Rock and Soil Mechanics,1/742
  26. Macro-Mesomechanical Experiment and Theoretical Analysis on Limestone under Coupled Chemical Corrosion and Water Pressure,YaoHuaYan/Wuhan Institute of Rock and Soil Mechanics,6/472
  27. Study on Deformation Mechanism and Failure Characteristics of Layered Rock Masses Due to Excavation,MeiSongHua/Wuhan Institute of Rock and Soil Mechanics,2/1154
  28. The Deformation Mechanism and Nonlinear Creep Constitutive Model of Bedded Salt Rock,WangAnMing/Wuhan Institute of Rock and Soil Mechanics,2/698
  29. Research on the Particle Breakage Mechanical Characterictics and Constitutive Model of Calcareous Sand under Triaxial Conditions,HuBo/Wuhan Institute of Rock and Soil Mechanics,3/313
  30. The Deformation Characteristics of Wuhan Soft Clay and Its Dynamic Responses Subjected to Cyclic Loading,ZhangYong/Wuhan Institute of Rock and Soil Mechanics,6/625
  31. Flow-Geomechanics Theory and Numerical Simulation Method of Site Stability for CO2 Sequestration in Coalbeds,BaiBing/Wuhan Institute of Rock and Soil Mechanics,10/823
  32. Study on Rock Movement Caused by Underground Mining in Tectonic Stress-Mines,HuangPingLu/Wuhan Institute of Rock and Soil Mechanics,7/649
  33. Model Tests and Mechanism Study of Blasting Enhanced Permeability in Low-Permeability Sandstone-Type Uranium Deposit,WangWei/Wuhan Institute of Rock and Soil Mechanics,0/255
  34. Data Analysis and Information Management and Prediction Software System for Underground Engineering Monitoring,WangHao/Wuhan Institute of Rock and Soil Mechanics,1/1348
  35. Study on and Application of Digital Mine Information System,LiYiFan/Wuhan Institute of Rock and Soil Mechanics,19/1682
  36. Study on Washing Process of Rock-Salt Cavern with Coupled Stress-Dissolving Mechanism,TangYanChun/Wuhan Institute of Rock and Soil Mechanics,1/313
  37. Strength Properties and Steady-State Behavior of Sandy Soil,ZhuJianQun/Wuhan Institute of Rock and Soil Mechanics,8/546
  38. Field Experimental and Theoretical Study on Blating Wave Propagation Charcteristics under Different Terrains,TangHai/Wuhan Institute of Rock and Soil Mechanics,8/735
  39. Dem Simulation of Shearing Process of Sliding Zone,WuJian/Wuhan Institute of Rock and Soil Mechanics,8/923
  40. Study on the Technology of 3D Engineering Geological Modeling and Visualiztion,XiongZuQiang/Wuhan Institute of Rock and Soil Mechanics,20/1574
  41. Study on Monitoring and Prediction of Layered Rock Slope Stability of Highway in Mountainous Region,ShenQiang/Wuhan Institute of Rock and Soil Mechanics,0/979
  42. Research of Compaction and Engineering Properties of over Coarse-Grained Soil,QinShangLin/Wuhan Institute of Rock and Soil Mechanics,7/459
  43. Study on Highway Engineering Characteristic of Expansive Soils and Its Calamity Prevention and Cure Technology,AnJunYong/Wuhan Institute of Rock and Soil Mechanics,0/659
  44. Study on Stability of Slope and Mechanisms of Deformation and Failure of Embankment,LiuJinLong/Wuhan Institute of Rock and Soil Mechanics,10/1260
  45. Vector Sum Analysis Method of Slope and Dam Foundation Stability Against Sliding,LiuYanZhang/Wuhan Institute of Rock and Soil Mechanics,21/777
  46. Study on Constitutive Model for Hard Rock under High Geostress Condition and Its Applications in Engineering,ChenJingTao/Wuhan Institute of Rock and Soil Mechanics,5/790
  47. Study on Space-Time Variability of Geomechanical Parameters with Ensemble Kalman Filter Data Assimilation Method,ZhaoHongLiang/Wuhan Institute of Rock and Soil Mechanics,0/559
  48. A Study of Physical Model-Test Technology and Application in Geotechnical Engineering,ChenLuWang/Wuhan Institute of Rock and Soil Mechanics,19/907
  49. Study on the Mechanical Property of a Sandstone under Geothermal-mechanical and Hydraulic-mechanical Coupling,ZhouQingChun/Wuhan Institute of Rock and Soil Mechanics,2/745
  50. The AE Test Study of Calcareous Sand,TanFengYi/Wuhan Institute of Rock and Soil Mechanics,3/331

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