Dissertation > Excellent graduate degree dissertation topics show
Effect of Cverload on Asphalt Concrete Pavements and Research on Ticketing System
Author: HeJinFei
Tutor: ChenJiuQiang
School: Hunan University
Course: Road and Railway Engineering
Keywords: Traffic overload Traffic Survey Deflection Equivalent Layer bottom stress Internal Force Response Axle load conversion Rutting prediction
CLC: U416.217
Type: Master's thesis
Year: 2009
Downloads: 104
Quote: 2
Read: Download Dissertation
Abstract
|
As the national economy and the development of transport , large freight transport vehicles in the increasing proportion of vehicles , truck overloading phenomenon more and more serious , resulting in asphalt concrete pavement structure fatigue, rutting and other damage , severely reducing road the use of performance and service levels. Based on a secondary road traffic overload investigation and analysis of the proposed pavement structure under the axle overloading force calculation analysis and structural rutting estimates , and overloading toll system are discussed, thesis work and research are as follows: ( 1 ) As paragraph G207 Lianyuan the geographical environment and they have a major political and economic significance of the phenomenon of serious overloading , so the G207 Lianyuan segment axle load traffic surveys and analysis . Proposed alteration to existing roads and asphalt concrete pavement structure . ( 2 ) By Bisar axle load calculation software overload response force under the pavement structure , and thus illustrate overloaded axle on pavement structure ; based on existing design specifications through the axle load - deflection , axle load - the bottom layer the mathematical relationship between tensile stress , get this article overloaded axle on deflection equivalent to layer bottom stress equivalence principle axle load conversion index . ( 3 ) analysis of the asphalt pavement rutting factors , as SHELL France is relatively well rutting prediction method , the paper used the theoretical approach and the layer respectively deflection bottom stress equivalence principle rutting prediction . ( 4 ) the bottom layer on deflection and tensile stresses were calculated to allow duplicate the role of road number ( life ) , on this basis, the calculation of pavement structure under the action of the axle overloading life reduction factor , in order to establish toll system overload and calculate the overloaded vehicles should be charged. Overloaded axle overload on road charges and the impact of charges linked to provide a scientific basis .
|
Related Dissertations
- Study on the Vehicle Axial Load Distribution of Highway in Henan Province,U416.217
- Effects of Environmental Temperature on Conversion of Heavy Vehicle Load for Asphalt Pavements,U416.217
- Study on Desing Index of Heavy-Duty Asphalt Pavement,U416.2
- Stress Analysis and Structure Design for Base Course of Cement Concrete Pavement with Function Layer,U416.216
- Study on the Designation for Asphalt Pavements under the Heavy Traffic in Seasonal Frozen Region,U416.217
- Rutting Prediction by FEM and Influence Factor Analysis Based on Rutting Test,U414
- Research on Prediction Model of Asphalt Pavement Rut,U416.217
- Research of Theory and Application on the Traffic Demand Prediction on Highway Feasibility Study,U491.14
- Detection and Prediction of Network Traffic Anomaly,TP393.06
- Study on the Performance Deterioration of Semi-Rigid Base Asphalt Pavement,U416.217
- Structural Analysis of the Asphalt Pavement Based on the Creep Test,U416.217
- A Study on the Traffic Jam Problem and Countermeasure in West Exit of GuiYang,U491.265
- Research on Structure Analyze and Design of Solid Waste Concrete New Type Pavement,U416.216
- Study on Pavement Design of Low-Volume Roads,U416.2
- The Exploiture of Equipment on Traffic Survey and Software to Analyse the Data from Traffic Survey,TP274.2
- Qinghai-Tibet Highway disease diagnosis Permafrost Research,U418
- Urban trunk road line control optimization and simulation studies,U412.37
- Overload on the road surface and Countermeasures,U416.0
- Research on Structure Analysis & Design of Asphalt Pavement with Lean Concrete Base,U416.217
- Lean concrete base concrete pavement structure design,U416.216
CLC: > Transportation > Road transport > Road works > Roadbed, pavement engineering > Pavement Engineering > Road : use of the material points > Asphalt Pavement
© 2012 www.DissertationTopic.Net Mobile
|