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Three-dimensional simulation of aggregate and asphalt mixture using parameterized shape and size gradation

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成果类型:
期刊论文
作者:
Li, Jue;Zhang, Junhui*;Qian, Guoping;Zheng, Jianlong;Zhang, Yuqing
通讯作者:
Zhang, Junhui
作者机构:
[Zhang, Junhui; Qian, Guoping; Li, Jue; Zheng, Jianlong] Changsha Univ Sci & Technol, Natl Engn Lab Highway Maintenance Technol, Changsha 410205, Hunan, Peoples R China.
[Zhang, Yuqing] Aston Univ, Sch Engn & Appl Sci, Aston Inst Mat Res, Birmingham B4 7ET, W Midlands, England.
通讯机构:
[Zhang, Junhui] C
Changsha Univ Sci & Technol, Natl Engn Lab Highway Maintenance Technol, Changsha 410205, Hunan, Peoples R China.
语种:
英文
关键词:
Aggregates;Aspect ratio;Compression testing;Finite difference method;Geometry;Mechanical variables measurement;Mixtures;Parameterization;Probability distributions;Space-based radar;Vector spaces;Virtual reality;3-D numerical modeling;Correlation coefficient;Geometric characteristics;Irregular aggregates;Parameterized;Three dimensional simulations;Threedimensional (3-d);Uni-axial compression tests;Asphalt mixtures;aggregate;asphalt;computer simulation;discrete element method;numerical model;parameterization;size distribution;three-dimensional modeling
期刊:
Journal of Materials in Civil Engineering
ISSN:
0899-1561
年:
2019
卷:
31
期:
3
基金类别:
The authors gratefully acknowledge the National Key Research and Development Program of China (2017YFC0805307), the National Natural Science Foundation of China (51478054, 51778071, and 51878078), the Excellent Youth Foundation of Natural Science Foundation of Hunan Province (2018JJ1026), and the Key Project of Education Department of Hunan Province (17A008). This research was supported by the Open Research Fund of Science and Technology Innovation Platform of State Engineering Laboratory of Highway Maintenance Technology, Changsha University of Science & Technology (kfj150103)
机构署名:
本校为第一且通讯机构
院系归属:
交通运输工程学院
摘要:
Aggregate occupies at least three-quarters of the volume of asphalt mixture and can significantly affect the performance of pavement. The geometrical morphology influences the slippage and interlock among aggregates for resisting and distributing applied loads. In recent years, the discrete-element method (DEM) has been employed for simulation of asphalt mixture structure. This paper introduces an approach for simulation of aggregate and asphalt mixtures using parameterized shape and size gradation. Both the plane geometry factor (PGF) and the ...

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