Abstract
This paper presents a computer-aided multi-stage methodology for the simulation of railway ballasts using the Random Sequential Adsorption (RSA ? 2D domain) paradigm. The primary stage in this endeavour is the numerical generation of a synthetic sample by a "particle sizing and positioning" process followed by a "compaction" process. The synthetic samples of ballast are then visualised in the Computer-Aided Design (CAD) environment. The outcomes of the simulation are analysed by comparison with the results of an experimental investigation carried out using a methacrylate container in which real samples of railway ballast are formed. A test of model reliability is carried out between the aggregates number and the grading curves of the synthetic sample and the real one. A validation is therefore performed using the ground-penetrating radar (GPR) non-destructive testing (NDT) method and the finite-difference time-domain (FDTD) simulation developed in a computer-aided environment. The results prove the viability and the applicability of the proposed modelling for the assessment of railway ballast conditions.
| Original language | English |
|---|---|
| Pages (from-to) | 243-257 |
| Journal | Computer-Aided Civil and Infrastructure Engineering |
| Volume | 33 |
| Issue number | 3 |
| Early online date | 29 Dec 2017 |
| DOIs | |
| Publication status | Published - 31 Mar 2018 |
Keywords
- random sequential adsorption
- railway ballast modelling
- numerical simulation
- civil engineering
- ground penetrating radar
- Civil engineering