Dissertation > Excellent graduate degree dissertation topics show

Anylyse Slope’s Stability of Pump with the Limited Equilibrium Method and the Finite Element Method

Author: DanRuJiao
Tutor: SongZiLing
School: Liaoning Technical University
Course: Mining engineering
Keywords: dump slope stability analyses the limited equilibrium method Slide the finite element strength reduction method Plaxis
CLC: TU43
Type: Master's thesis
Year: 2009
Downloads: 172
Quote: 2
Read: Download Dissertation

Abstract


This article bases on the foregone data and literature, summarized the main feature of the strip mine’s dump , the major effect factor of slope stability of pump and the slope landslide pattern. Latter analyzed and compared the theory of four Limit equilibrium method that the most often application method in slope stability of dump estimate and the finite element strength reduction method , summarized the respective merit and the insufficiency of the method. Separately takes the stability analyses tool Slide5.0 and the plaxis software, combined two predigest example and the west dump slope stability analysis example of zungar strip mine, discussed and compared two method’s difference which existed in the analysis . Finally indicated in the Limit equilibrium method, Fellenius method leans to safe, precision of the Janbu method was insufficient,the bishop and the Morgenstein―Price method are suiTab for a strip mine dump stability estimate.The finite element strength reduction method holds the superiority in the visualization aspect, the stress strain analysis and the ground material elastoplasticity model. When the dump’s structure is simple, the traditional limit equilibrium method satisfies the computation request, but when the dump is situated in the weak basis or has the weak layer, the result united the finite element method and the limit equilibrium method is more reliable.

Related Dissertations

  1. Brand Building Analysis about Mobile Phone Slide Hinge Product of CP Corporation,F426.6
  2. Improve control of the hydraulic properties of profiling tool slide,TH137
  3. The Parameter of Displacement Vector Angle and Its Using in Optimization Design on the Administering Works of Debris Slope,P642.22
  4. Mechanism of Anti-slide Pile and Its Structural Optimization,TU473.1
  5. A deep excavation deformation and deformation of retaining structure factors Finite Element Analysis,TU473.2
  6. A Nonlinear Numerical Simulation of the Behavior of PCCP in Soft Ground During Construction Process and Under Working Conditions,TU375
  7. Box bucket foundation breakwater structure research foundation settlement,U656.2
  8. Dynamic Performance of the Carrier-based Aircraft Catapult Take-off,V226
  9. Study on the Key Techniques for Stabilizing Ancient Landslides of Expressway,P642.22
  10. Design and Optimization of Vertical Veneer Slicer,TS643
  11. Fabrication and Properties of Copper Matrix Composite Reinforced by Cu-Coated Graphite and Nano-SiCp,TB33
  12. Frequent Pattern Mining Algorithm Research for Data Stream,TP311.13
  13. The Limit Analysis of Slope Engineering Stability,TU43
  14. Analysis of the Basic Characteristics and Deformation Mechanism of Kualiangzi Landslide in Zhongjiang,P642.22
  15. Soil and rock , \,TU472
  16. High and Steep Slope Retaining Structures in the High Intensity Earthquake Zone,TU472
  17. Study on Working State Evaluation Methods and Strengthening Technical of Highway Anti-slide Pile after Earthquake,U418.52
  18. Design and Implementation of Client Software for Intelligent Office and Web Conferencing System,TP311.52
  19. Optimization Design on Composite Support of a Certain Pit with Soil-Nailing and Pile-Anchor Structure in Beijing Region,TU472
  20. Rich groundwater conditions loose accumulation of expansive soil slope flexible support technology,U417.1

CLC: > Industrial Technology > Building Science > Soil mechanics,foundation engineering > Soil Mechanics
© 2012 www.DissertationTopic.Net  Mobile