Dissertation > Excellent graduate degree dissertation topics show

Study Methods on Frozen-Stability for Conventional Materials of Roadbed and Road Surface

Author: YangBing
Tutor: GuoXueDong；ZuoHai
School: Jilin University
Course: Traffic and Transportation Engineering
Keywords: asphaltum beton roadbed Frozen-Stability for Conventional
CLC: U414
Type: Master's thesis
Year: 2008
Downloads: 150
Quote: 1
Read: Download Dissertation

Abstract


The asphalt pavement crack has been troubled by domestic and foreign engineering road one of the main issues, but also all countries in the world there is a common phenomenon in a variety of reasons the formation of local roads in the Depression, leading to the road network happen with the pit-and seriously affect The quality of the traffic movement and reduce the service life of the pavement. On the other hand, in the spring of seasonal freezing and thawing of frozen areas affected, resulting in road, the road diseases, and further speed up the road surface damage. As a result, improve the road, the road of stability in the performance of frozen asphalt pavement design is an important content of the study.Paper is divided into four chapters, each chapter are as follows:The first chapter discusses the main purpose of this study and significance, at the same time introduced a quarter of cold asphalt pavement surface areas at home and abroad to study and application of the status quo.The second chapter focuses on the freeze-thaw cycle of low-temperature asphalt mixture performance by the pilot study taking into account low-temperature asphalt mixture evaluation should take into account the role of freezing and thawing. The third chapter of this chapter in accordance with the second semi-rigid material gray gravel and cement, gravel and reasonable stability of the antifreeze test method for freezing the indicators.The forth chapter of the target area of frozen soil roadbed used to study the natural environment in its density, humidity and the carrying capacity of changes to the environment and road carrying capacity of between one to quantify changes in the relationship, making land-based Modulus of the region to determine more specific.

Related Dissertations

  1. Study of Design Methods on Special Subgrade of Expressway for Permafrost Regions in G214 Highway,U416.16
  2. Study on the Standards of Subgrade Filler of Hengda Highway,U414
  3. Study on the Seasonal Frozen Roadbed Temperature and Deformation of Kangding Section of Sichuan-Tibet Highway,U416.1
  4. Research on the Treatment Standard for Highway Embankment Foundation,U416.1
  5. Analysis and Treatment of the Uneven Deformation for Qinghai-Tibet Highway’s Subgrade and Pavement,U418
  6. Study on the Effect of Cement Concrete Pavement Structure for Inhomogeneous Deformation of Subgrade,U416.216
  7. Subgrade Soil Moisture Investigation and Drainage Experiment Study,U416.1
  8. Overloaded railway roadbed disease investigation and its information management system,U216
  9. High - speed railway roadbed filler Experimental Study on Improving,U214
  10. Study on the Compaction Standard for Cohesive Soil in Rainy and Moist Region,U412.22
  11. The Study for Treatment Technology of Over-wet Loess Subgrade,U416.1
  12. Embankment slope compactors compaction device,U415.521
  13. Stability Analysis and Treatment Measures of Subgrade Slope on Sloping Ground,U416.14
  14. Saline Soil Area Conservation and Environmental Assessment Study,U418
  15. Researching on Stable Performance of Ballastless Track Embankment Structure in Beijing-Tianjin Passenger Transport Line,U213.1
  16. Study on the Characteristic of the Nuatural Coarse Grain Clay Salty Soil of the Freeway from Kuitun to Kalamayi,U412.22
  17. On the Application of Treating Technology for the Connecting Part between the New and the Existing Subgrade,U416.1
  18. Study of Subgrade Construction Technique on the Accumulations,U416.1
  19. Sui-Yue Expressway Construction Technology of expansive soil,U416.1
  20. Study on the Parameters of Post-treatment of High-fill Road Embankment Based on the Controlling Settlement Principle,U416.1
  21. The Distribution and Road Behavior of Sichuan Red Mudstone,U412.22

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