Dissertation > Excellent graduate degree dissertation topics show

Research on Laboratory Shear Tests of Geosynthetics and the Application in MSW Landfill

Author: LiaoXingZuo
Tutor: XuChao;GaoYanBin
School: Tongji University
Course: Geological Engineering
Keywords: geosynthetics interface shear characteristics tilt table test direct shear test Municipal Solid Waste (MSW) landfill
CLC: TU53
Type: Master's thesis
Year: 2006
Downloads: 301
Quote: 4
Read: Download Dissertation

Abstract


With the widely applications of geosynthetics,the interface shear characters are regarded as increasingly importanct by engineers.Meanwhile,increasing needs and requests of interface shear tests in laboratory are being asked.Because the frictional characters are so important that it could directly affect the factor of safety and effectiveness of system.In this thesis,a series of research work,which is about the interface shear test of geosynthetics and the application of test results in municipal solid waste landfill,is as follows:(1)This paper manufactures a simple tilt table device to measure the frictional characters between three different HDPE(High-Density Polyethylene) geomembranes and sand、 geotextile and woven geocomposite.The test results are presented in this paper.(2)This paper also develops a direct shear device to research the frictional characters of the same materials.The results are analysed to discover the frictional characters and influence factors.(3)Then, this paper presents the comparision of the two kinds of lab tests,including the differences of test results and application range of the them.(4)Finally,the test results are applied in the lining system and capping system of Laogang MSW landfill of Shanghai.This paper calculates the safety factors with different parameters and different methods.Through inducing and summarizing the rusults of tests and calculates,we get some valuable conclusions as follows:(1)The frictional characters of geosynthetic interface is influenced by surface feature of planner materials.In a general way,roughness of test interface is the most important factor.(2)There are much influence factors of interface frictional characters, including sample scales and normal stresses.As to tilt table test and direct shear test,the rules of influence factors are much different.(3)The comparision of the test results shows that the interface shear stress is different due to different test methods.lt presents that test results of direct shear device is less than that of tilt table device.(4)When analysis different parts of MSW landfill,it is important to choose appropriate parameters and methods,due to the system directions and upper stresses.

Related Dissertations

  1. High-rise building under the jointed rock slope stability studies,TU457
  2. Settlement Analysis and Design of Georeinforced Pavement,U416.1
  3. Tan Heng West highway retaining structures on-site test and design methods,U417.11
  4. The Comparative Study on the Simple Shear Test and Direct Shear Test of Interface between Soil and Structure,TU411.7
  5. Research on the Interaction between Expansive Soil and Geogrids by Pullout Test,U414
  6. Study on Technique of Control for Settlement Embankment in Guang-shan Expressway Widening Project,U416.1
  7. The Study on Spunlaced Stainless Steel Nonwovens as EKG,TU531.7
  8. Numerical Model Test of Dynamic Pile-Soil Interaction in Frozen Soils under Horizontal Load,TU473.1
  9. A Study on Large Direct Shear Test and Relative Research of Eexpensive Soils Slop in Simashan Chuhe Floodway,TV221.2
  10. Research on Designing Optimal Asphalt Content of Asphalt Mixture Based on Road Performance,U414
  11. Mechanics Analysis of Asphalt Concrete Overlay on the Old Asphalt Pavements and Research on the Measures of Anti-cracking,U416.217
  12. Study on Pavement Performance of Trinidad Lake Asphalt Mixture,U414
  13. Study on Geogrid-Reinforced-Earth Characterisic Test and Aseismic Technique,U412.22
  14. Study on Prevent and Cure the Crack of Semi-rigid Type Base Asphalt Pavement,U416.217
  15. Testing and Evaluation on the Old Cement Concrete Pavement and Study on Asphalt Overlay Technology,U416.2
  16. Study on the Deformation and Stress of Structures Due To Creep of Geosynthetics for Reinforced,U414
  17. The Mechanism and Prevention Measures of Reflection Crack in Old Cement Concrete Pavement Plus Asphalt Overlay,U416.216
  18. Study on the Differential Settlement of the Half Filling and Half Digging Roadbed,U416.1
  19. Dynamic Variation of Synchronization 12 Lead Electrocardiogram P Wave and QRS Wave and T Wave Amplitude in Vasovagal Syncope Children during Head-up Tilt Test,R725.4
  20. The Nonlinear Finite Element Analysis of Reinforcement Result on Soft Foundation Embankment,U416.1
  21. Study on Pile-Soil Stress Ratio of Bi-Axially Reinforced Composite Foundation,TU473.1

CLC: > Industrial Technology > Building Science > Building Materials > Organic materials, building and chemical materials
© 2012 www.DissertationTopic.Net  Mobile