Dissertation > Excellent graduate degree dissertation topics show

Development of High-performance Modified Asphalt Emulision for Ultra-thin Wearing Course Interlayer Bonding Materials

Author: WenLiYing
Tutor: ChenHuaZuo
School: Chang'an University
Course: Road and Railway Engineering
Keywords: Ultrathin wear layer Adhesive layer Modified emulsified asphalt Orthogonal test Shear Strength Preventive Maintenance
CLC: U414
Type: Master's thesis
Year: 2011
Downloads: 106
Quote: 0
Read: Download Dissertation

Abstract


Thin wear layer technology is a new kind of preventive maintenance technology , adapt to the traffic volume , pavement performance requirements of high-grade pavement preventive maintenance , improved flatness , skid , wear-resistant , noise reduction , construction simple , fast, good durability , more and more widespread concern . In order to ensure the continuity between the layers , so that the firm adhesion of the old and the new surface layer , to prevent the wear layer delamination , should be done in the surface layer between the adhesive layer . Bond strength , stable performance , high - performance modified emulsified asphalt production , using different technology , different methods developed to make sure the sticky layer material of all kinds of raw materials , material proportioning and process , come to the first modified and then emulsification of the program is excellent, and the factors that affect the performance of the modified emulsified asphalt modifier content , emulsifier content , solid content , pH value , emulsification temperature determined by orthogonal experiment to determine the high-performance modified the emulsified asphalt optimal solution , and thus the key factors that affect asphalt pavement layer bonding effect its dose changes modified emulsified asphalt indicators modified emulsified asphalt preparation program and test validation through the mix the reasonableness of the program . As an excellent article production of high-performance modified emulsified asphalt sticky layer of material , after demulsification asphalt solid content and low viscosity can be an effective solution to the problem , and verified by experiment , the indicators are in line with regulatory requirements , and mixed material after mixing the specimen also at the same time satisfy the shear strength , anti- pull strength indicators can greatly improve the combination between the high - grade asphalt pavement layer condition .

Related Dissertations

  1. Investigation on Microstructure and Properties of Cadmium-Free Silver-Based Intermediate Temperature Filler Metals,TG425.2
  2. Powered Activited Carbon-UF for Treating Micro-polluted Surface Water,X703
  3. Process Optimization and Degradation Kinetics for Microwave Vacuum Drying of Different Traditional Chinese Medicine Extract,TQ461
  4. Study on Extracting Process of Rhizoma Alismatis and Rhizoma Smilacis Glabrae and Their Hypouricemic Effects,R284
  5. The Research of Synthesis of Bisphenol-A Polycarbonate Through Melt Transesterification Process,TQ323.41
  6. Applied Research of Emulsified Fuel on S195 Diesel Engine,TE626.24
  7. Investigation of Plasma Sprayed NiCr-Cr3C2 Coating on Mould CrZrCu Alloy Plates,TG174.442
  8. The Applied Research of Ultra-thin Wearing Course NovaChip in GuangShen Expressway,U418.6
  9. Measurement of Geotechnical Properties for Sewage Sludge at a Disposal Site and Evaluation of Its Influence on Slope Stability of MSW Landfill,X705
  10. 2205 hot workability and mechanical properties of stainless steel clad plate and Prediction,TG142.71
  11. Nanotube modified carbon fiber reinforced composite material structure of the capacitor,TB33
  12. Asphalt permanent deformation prediction model and the number of mobile,U414
  13. Asphalt Pavement Preventive Maintenance Decision Support System,U418.6
  14. A certain type of high-temperature adhesives applied research and life assessment,TJ760.3
  15. The Influence Analysis of the Design Parameters of Large-span High Piers Bend Continuous Rigid-framed in the Natural Oscillation and Earthquake Response,U441.3
  16. Evaluation Methods of Tack Coat and Stress Absorbing Interlayer,U411
  17. Performance Comparision on Ultra-thin Wearning Course of Asphalt Mixture,U414
  18. Study of Asphalt Pavement Preventive Maintenance Timing on Divided Lanes Based on the Performance,U416.217
  19. Active Bridge Section Consolidation Method Increases,U445.72
  20. Optimization Study on Maintenance Resources Based on Equipment Reliability,TH186

CLC: > Transportation > Road transport > Road works > Road construction materials
© 2012 www.DissertationTopic.Net  Mobile