Gray Relational Analysis of Graded Gravel Base Asphalt Pavement Structure

Xiu Shan Wang; Li Wang; Xiao Jun Ding

doi:10.4028/www.scientific.net/AMR.255-260.3282

Paper Titles

Investigations and Countermeasures Analysis of Rutting in Highway Asphalt Concrete Pavements
p.3263

The Nonlinear Viscoelastic Behavior for Asphalt Mixture Materials
p.3268

Lattice Slope Foundation-Cantilever Structure Complex Road for the Roadway Widening in Steep-Sloped Mountainous Areas
p.3272

Settlement Control Research of Soft Soil Subgrade Based on Long Qi Bay Project
p.3277

Gray Relational Analysis of Graded Gravel Base Asphalt Pavement Structure
p.3282

Pavement Performance of Cold Recycling Sulphur Asphalt Mixture with Emulsified Asphalt
p.3287

Validity Evaluation of Different Laboratory Asphalt Concrete Material Compaction Methods with Digital Image Processing Technique
p.3292

The Research of Bituminous Mixture Water Stability Based on Aggregate Cleanness
p.3297

Research on Gradation Design of Asphalt Mixtur in Tropical Climate Region
p.3302

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Gray Relational Analysis of Graded Gravel Base...

Gray Relational Analysis of Graded Gravel Base Asphalt Pavement Structure

Abstract:

The method to analysis the strength of planetary trains’ carriers of EPB(earth pressure balance) shield machine is presented in this paper. The structure of the shield machine trains is analyzed and the 3-D solid model of the carrier is built with Pro/E. After the load on the carrier has been dealt with, the strength of carrier is calculated by means of finite element method. The results via ANSYS show that the max stress and strain on the carriers are increasing as the increasing load on it. The max stress is lying on the joint point of the carrier and planetary gear shaft because of the bending deformation of the shaft.

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Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

3282-3286

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.3282

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Online since:

May 2011

Authors:

Xiu Shan Wang, Li Wang, Xiao Jun Ding

Keywords:

Creep Compliance, Graded Gravel, Grey Correlation Analysis, Structure Layer

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