Base Asphalt Selection via Grey Relational Analysis

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Solution Overview

Problem

Current methods for selecting base asphalt for rubber asphalt lack systematic analysis of chemical components' influence on performance, leading to inaccurate and unreasonable selection processes.

Innovation Solution

A selection method based on grey relational analysis is employed to determine the affecting factors of base asphalt chemical components on rubber asphalt performance, using parameters like saturate, aromatic, resin, and asphaltene mass percentages, and performance indicators such as softening point, penetration, ductility, and viscosity.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Measurement precision

If comparative analysis of base asphalt and modified asphalt on molecular weight distribution, thermal decomposition temperature, and functional group change is adopted, then indirect study of the influence of changes in asphalt components on the performance of modified asphalt is achieved, but statistical methods are not used to analyze major affecting factors

Engineering Contradiction:
Improveaccuracy of analyzing chemical components influenceVSAvoidsystematic method for selection
Core Design Contradiction:
Measurement precisionVSDevice complexity

Solution Approach 1:

The patent transforms the selection process from qualitative comparative analysis to quantitative statistical analysis by changing the parameter evaluation method. Grey relational analysis is applied to convert multiple chemical component parameters (saturate, aromatic, resin, asphaltene contents) and performance parameters into a unified evaluation system, enabling accurate identification of major affecting factors through mathematical modeling rather than traditional indirect comparison methods

Inventive Principle:
Principle #35Parameter changes

Solution Approach 2:

The patent replaces the traditional mechanical/comparative analysis system with a statistical information processing system. By using grey relational analysis and correlation coefficients, the method substitutes direct experimental comparison with mathematical statistical evaluation, allowing systematic identification of which chemical components most significantly influence rubber asphalt performance without requiring complex experimental setups

Inventive Principle:
Principle #28Mechanics substitution (Replace mechanical system)

2Measurement precision

If chemical components of base asphalt are analyzed using GPC, TLC/FID, and FTIR, then indirect characterization of chemical composition and structure is achieved, but the relation between components and performance remains complicated and difficult to classify

Engineering Contradiction:
Improvecharacterization of chemical compositionVSAvoidclassification of base asphalt
Core Design Contradiction:
Measurement precisionVSEase of operation

Solution Approach 1:

The patent creates a universal evaluation framework that works across different base asphalt types (crude asphalt, oxidized asphalt, modified asphalt) by applying grey relational analysis to standardized sets of chemical and performance parameters. This multi-functional approach allows the same statistical methodology to classify and evaluate diverse asphalt types systematically, replacing the need for separate analysis methods for each asphalt category

Inventive Principle:
Principle #6Universality (Multi-functionality)

Solution Approach 2:

The patent transforms complex chemical composition data from multiple characterization methods into a standardized parameter set suitable for statistical analysis. By converting GPC, TLC/FID, and FTIR results into quantifiable chemical component percentages (saturate, aromatic, resin, asphaltene) and correlating them with performance parameters through grey relational analysis, the method enables systematic classification while maintaining the precision benefits of advanced characterization techniques

Inventive Principle:
Principle #35Parameter changes

3Ease of operation

If traditional selection methods are used, then the selection process is simple, but the selection accuracy and reasonability of base asphalt for rubber asphalt are insufficient

Engineering Contradiction:
Improvesimplicity of selection processVSAvoidaccuracy of base asphalt selection
Core Design Contradiction:
Ease of operationVSMeasurement precision

Solution Approach 1:

The patent establishes a feedback mechanism where performance test results (penetration, ductility, softening point, viscosity, segregation resistance) are fed back to evaluate and rank chemical component parameters. Through grey relational analysis, the method determines which chemical components most strongly correlate with desired performance outcomes, creating an iterative selection process that continuously improves accuracy by learning from performance data while maintaining operational simplicity through automated statistical ranking

Inventive Principle:
Principle #23Feedback

Data Source

PatentUS11719685B2Selection method of base asphalt for rubber asphalt based on grey relational analysis
Publication Date: 2023.08.08 GUANGXI TRANSPORTATION SCI & TECH GRP CO LTD
  • US11719685B2 patent drawing

AI summary

The present disclosure provides a selection method of base asphalt for rubber asphalt based on grey relational analysis, which belongs to the technical field of selection methods of base asphalt. The selection method includes the following steps: determining factors affecting the performance of rubber asphalt and rubber asphalt performance evaluation indicators; ranking the factors affecting the performance of rubber asphalt according to respective affecting degrees thereof on each of the rubber asphalt performance evaluation indicators by using a grey relational method; and determining affecting factors of chemical components of base asphalt to the performance of rubber asphalt, and selecting base asphalt according to the affecting factors. The present disclosure uses the grey relational analysis method to systematically study the influences of chemical components of base asphalt on the performance of rubber asphalt.