Article
Construction & Building Technology
Bruno Guimaraes Delgado, Antonio Viana da Fonseca, Eduardo Fortunato, Andre Paixao, Rubens Alves
Summary: Experimental and numerical comparisons were made between granite aggregate and electrical arc furnace steel slag aggregate for railway ballast, showing that the steel slag aggregate demonstrated superior performance and has the potential to be an ideal alternative material for ballast.
CONSTRUCTION AND BUILDING MATERIALS
(2021)
Article
Engineering, Civil
Buddhima Indraratna, Trung Ngo, Fernanda Bessa Ferreira, Cholachat Rujikiatkamjorn, Ameyu Tucho
Summary: The paper introduces the construction of Australia's only National Facility for Heavy-haul Railroad Testing, which can simulate real-life loading conditions on tracks to provide important data for improving track design and performance monitoring.
TRANSPORTATION GEOTECHNICS
(2021)
Article
Engineering, Civil
Olivier Chupin, Jean-Michel Piau, Antoine Martin, Christophe Dano, Pierre-Yves Hicher
Summary: This paper demonstrates that the reversible behavior of track ballast under moving train loads can be reasonably modeled using DEM simulations and triaxial tests, with a focus on the effect of a soft support layer and subbase stiffness. The transfer of mechanical loads through force chains in the granular medium and the dependence of homogenized behavior on the sublayer are highlighted. Future research may aim at developing more accurate constitutive models incorporating nonlinear and/or anisotropic aspects based on realistic DEM simulations.
TRANSPORTATION GEOTECHNICS
(2021)
Article
Construction & Building Technology
Yujie Qi, Buddhima Indraratna
Summary: Heavier and faster trains have led researchers to explore better ways to absorb the increasing energy and reduce track deterioration. Rubber products are gaining attention for their high damping and energy absorbing capacity. This study evaluates the performance of a rail track with a synthetic energy absorbing layer (SEAL) made of rubber and mining waste. The amount of rubber in the SEAL affects the track's dynamic behavior, with higher amounts leading to increased deformation, energy absorption, damping ratio, and reduced track degradation and lateral movement. The optimal amount of rubber is found to be 10% by mass.
JOURNAL OF MATERIALS IN CIVIL ENGINEERING
(2022)
Article
Engineering, Mechanical
Wei Bai, Liang Zhou, Pengfei Wang, Yue Hu, Wenjian Wang, Haohao Ding, Zhenyu Han, Xiaojun Xu, Minhao Zhu
Summary: This study systematically investigated the damage behavior of rail steels with different microstructures under various working conditions. The wear resistance and rolling contact fatigue (RCF) damage depend not only on the working conditions, but also on the microstructures. The hypereutectoid rail exhibits better wear resistance than the eutectoid rail.
Article
Green & Sustainable Science & Technology
Xujiang Wang, Kun Wang, Jingwei Li, Wenlong Wang, Yanpeng Mao, Shuang Wu, Shizhao Yang
Summary: The study demonstrates that the eco-friendly steel slag-based sulfoaluminate cementitious material effectively immobilizes heavy metals during the calcination-hydration process, significantly reducing their leaching concentrations. This suggests that the material not only meets environmental standards, but also provides a promising strategy for large-scale utilization of steel slag.
JOURNAL OF CLEANER PRODUCTION
(2021)
Review
Engineering, Civil
Atif Hussain, Syed Khaja Karimullah Hussaini
Summary: With the increasing demand for rail transportation, the use of steel slag as a substitute for conventional ballast in railway tracks shows potential in reducing maintenance costs, improving track performance, and enhancing riding comfort. However, issues such as volume expansion and leaching of heavy metals need to be addressed.
TRANSPORTATION GEOTECHNICS
(2022)
Article
Construction & Building Technology
Sayyed Mehran Khoshoei, Hamid Mortazavi Bak, Sayyed Mahdi Abtahi, Sayyed Mahdi Hejazi, Babak Shahbodagh
Summary: This study experimentally investigated the cyclic behavior of steel slag ballast materials mixed with tire-derived aggregate (TDA), and found that the optimal percentage of TDA in the mixture is 10% by weight (16.5% by volume). The behavior of the ballast was affected by the TDA percentage, with settlement and damping ratio increasing, and breakage index and stiffness decreasing with higher TDA percentages.
JOURNAL OF MATERIALS IN CIVIL ENGINEERING
(2021)
Article
Materials Science, Multidisciplinary
Peishu Song, Yaoqiang Li, Qiang Ren, Ying Ren, Lifeng Zhang
Summary: This study investigated the effect of Al2O3 fraction in Al2O3-SiO2-MnO system inclusions on the precipitation of MnS in heavy rail steels. The results showed that Al2O3-SiO2-MnO oxide inclusions served as heterogeneous nucleation cores for MnS and their size and composition influenced the precipitation of MnS. Decreasing the size of Al2O3-SiO2-MnO inclusions had a beneficial effect on the heterogeneous nucleation of MnS. High Al2O3 content in the steel led to an increase in the number density of large-sized MnS and hindered the heterogeneous nucleation of MnS. The low Al2O3 content was recommended to improve the heterogeneous nucleation of MnS and reduce large-sized MnS during solidification.
METALLURGICAL AND MATERIALS TRANSACTIONS B-PROCESS METALLURGY AND MATERIALS PROCESSING SCIENCE
(2023)
Article
Construction & Building Technology
Hong Xiao, Guangpeng Liu, Dongwei Yan, Yue Zhao, Jiaqi Wang, Haoyu Wang
Summary: The study found that under long-term wheel-rail interaction, IRJs gradually turn into concave joints and experience sinking near the end-post. Damage from a damaged IRJ is more severe than from a new IRJ, leading to greater overall track damage. The displacement transfer function can serve as a crucial index for evaluating the IRJ service state.
CONSTRUCTION AND BUILDING MATERIALS
(2021)
Article
Engineering, Civil
Zi-qiang Li, Zheng Li, Wei-wei Huang, Hong-rui Zhang, Hang Zhang
Summary: This study analyzed a ballastless slab track used in heavy-haul railway tunnels based on field measurement data. The results showed that the ballastless slab track can attenuate train load and reduce dynamic load by 47.22% from the surface to the bottom. The research provides a theoretical basis for stress analysis and design parameters of ballastless slab tracks.
Article
Construction & Building Technology
Wenli Jia, V. L. Markine, Guoqing Jing
Summary: The research proposes the idea of using furnace slag as sub-ballast in railway construction, demonstrating through tests the advantages of furnace slag including less breakage and abrasion, higher shear resistance, and better elasticity. The feasibility of furnace slag as sub-ballast material is confirmed, providing an environmentally friendly option for railway construction.
CONSTRUCTION AND BUILDING MATERIALS
(2021)
Article
Mathematics, Interdisciplinary Applications
Xianmai Chen, Yi Deng, Nan Chen, Yunqiang Deng
Summary: This paper uses parallel bonded spherical elements to simulate the concrete sleeper structure and rigid clusters with realistic shape to simulate ballast particles in order to analyze the dynamic response of sleeper and ballast bed under heavy haul railway train load. The results show that the displacement and bending deformation of the sleeper are influenced by the train speed, and the stress and displacement of the ballast particles are affected by the depth of the ballast bed.
COMPUTATIONAL PARTICLE MECHANICS
(2023)
Article
Engineering, Multidisciplinary
Abidhan Bardhan
Summary: This study used multi-gene genetic programming (MGGP) to probabilistically assess heavy-haul railway tracks. By mapping implicit performance functions using genetic programming (GP), explicit performance functions were obtained. Reliability analysis (RA) was performed using a first-order second-moment method (FOSM) and considering soil uncertainties. The results showed that the GP-based FOSM approach accurately predicted the probability of slope failure, with the coefficient of variation of soil properties significantly affecting the probability of failure.
APPLIED MATHEMATICAL MODELLING
(2024)
Article
Engineering, Chemical
Mathias Tolomeo, Glenn R. McDowell
Summary: In the Discrete Element modelling of soils, realistic description of the contact response is crucial for investigating small strain ranges. Recent experimental tests show that classic contact models fail to reproduce certain mechanical features, especially when roughness is significant. This study implements these experimental observations in a DEM model and highlights their influence on small strain stiffness.
Editorial Material
Engineering, Geological
David Reid, Andy Fourie, Juan Luis Ayala, Simon Dickinson, Felipe Ochoa-Cornejo, Riccardo Fanni, Juan Garfias, Antonio Viana Da Fonseca, Mason Ghafghazi, Carlos Ovalle, Michael Riemer, Amin Rismanchian, Roberto Olivera, Gonzalo Suazo, Luis Alberto Torres-Cruz
Article
Engineering, Civil
Joao Morais, Paulo Morais, Carlos Santos, Andre Paixao, Eduardo Fortunato
Summary: This paper presents a novel methodology for evaluating the support conditions of railway tracks through modal analysis and observing characteristic frequencies. It demonstrates that this methodology can provide relevant information regarding the railway infrastructure.
PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART F-JOURNAL OF RAIL AND RAPID TRANSIT
(2022)
Article
Engineering, Geological
Andre Paixao, Jose Muralha, Ricardo Resende, Eduardo Fortunato
Summary: Photogrammetry-based methods have become an important alternative for measuring the roughness of rock joints. By properly evaluating various aspects, comparable results to traditional methods can be achieved. Comparisons between 3D models generated with different settings and a reference model showed comparable accuracy and roughness parameters. Additionally, this method is more accessible, user-friendly, faster to implement, and less expensive than most current equipment and approaches.
ROCK MECHANICS AND ROCK ENGINEERING
(2022)
Article
Engineering, Civil
G. Castro, J. Pires, R. Motta, L. Bernucci, E. Fortunato, M. Futai
Summary: This study evaluates the effects of Brazilian southeastern tropical climate on subgrade hydraulic and structural behavior, as well as its effect on the railroad track substructure. It shows that both groundwater level and climate are crucial for evaluating the subgrade structural behavior, track design, and maintenance work. The results indicate that bituminous sub-ballast is more efficient than granular sub-ballast in terms of service life-cycle predictions.
TRANSPORTATION GEOTECHNICS
(2022)
Article
Engineering, Geological
Giuseppe Astuto, Fausto Molina-Gomez, Emilio Bilotta, Antonio Viana da Fonseca, Alessandro Flora
Summary: This study validates a technique for measuring the degree of saturation in sandy soil deposits and investigates the relationship between P-wave velocity and saturation degree through laboratory tests.
Article
Engineering, Geological
Antonio Viana da Fonseca, Fausto Molina-Gomez, Cristiana Ferreira
Summary: This paper presents a comprehensive characterisation of liquefaction resistance of TP-Lisbon sand, a sandy soil collected from the historical center of Lisbon, Portugal. In situ tests provided profiles of safety against liquefaction, liquefaction potential index, and liquefaction severity number. Laboratory tests defined the cyclic resistance ratio for different densities and effective stresses of TP-Lisbon sand. The effects of principal stress inversion and rotation on liquefaction resistance were examined through advanced testing procedures.
BULLETIN OF EARTHQUAKE ENGINEERING
(2023)
Article
Green & Sustainable Science & Technology
Rubens Alves, Sara Rios, Eduardo Fortunato, Antonio Viana da Fonseca, Bruno Guimaraes Delgado
Summary: The slags and rubber from end-of-life tires pose challenges to the steel and tire industry due to economic and environmental issues. However, these industrial by-products have potential as substitutes for natural raw materials in transportation infrastructures, provided that the mechanical performance meets the required specifications.
Article
Engineering, Geological
Antonio Viana da Fonseca, Maxim Millen, Julieth Quintero, Sinan Sargin, Sara Rios, Xavier Romao, Nuno Pereira, Fabrizio Panico, Sadik Oztoprak, M. Kubilay Kelesoglu
Summary: The damage caused by seismic shaking and liquefaction-induced permanent ground deformation are two inherently linked problems. To improve the estimates of the seismic performance of buildings on liquefiable soil, a new sub-structuring approach called the macro-mechanism approach is proposed. The proposed approach captures the extent of foundation deformation and provides more realistic estimates of building damage compared to full numerical models.
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
(2023)
Article
Engineering, Geological
Fausto Molina-Gomez, Antonio Viana da Fonseca, Cristiana Ferreira, Bernardo Caicedo
Summary: This study experimentally investigated the improvement of liquefaction resistance in sandy soils by inducing partial saturation. The results showed that P-wave velocity can reliably predict the liquefaction resistance under partially saturated conditions, while S-wave velocity cannot. The presence of occluded air bubbles in partially saturated soils, detectable by P-wave but not S-wave, was attributed to the suitableness of this approach.
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
(2023)
Article
Engineering, Geological
Julieth Quintero, Rui Carrilho Gomes, Sara Rios, Cristiana Ferreira, Antonio Viana da Fonseca
Summary: This paper compares different methods to estimate earthquake-induced liquefaction damage using a well-documented pilot site. Numerical analyses and laboratory tests were used to validate these methods, and it was found that 1D numerical analysis can provide a good approximation of the 2D response.
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
(2023)
Article
Engineering, Geological
Joao Vitor de Azambuja Carvalho, Alexia Cindy Wagner, Hugo Carlos Scheuermann Filho, Helder Mansur Chaves, Joao Paulo Sousa Silva, Bruno Guimaraes Delgado, Nilo Cesar Consoli
Summary: Dry stacking of tailings is an alternative to slurry disposal and can improve safety and reduce storage space. Adding small amounts of cement enhances the engineering properties of the material, allowing for construction of higher and more inclined piles. This study assesses the mechanical response of compacted iron ore tailings-cement mixes for dry stacking.
INDIAN GEOTECHNICAL JOURNAL
(2023)
Review
Engineering, Geological
Nelson Gomes Mica, Sara Rios, Antonio Viana da Fonseca, Eduardo Fortunato
Summary: The increasing demand for transport infrastructure development requires economically and environmentally viable alternatives to natural aggregates. Industrial by-products can effectively replace these materials, avoiding environmental impacts and providing a destination for the by-products. This study focuses on analyzing the chemical composition, physical and mechanical characteristics, swelling behavior, and leachate content of steelmaking slags for their suitability in the granular layers of transport infrastructures.
GEOTECHNICAL TESTING JOURNAL
(2023)
Article
Chemistry, Multidisciplinary
Marisa Soares, Antonio Viana da Fonseca, Cristiana Ferreira, Sara Rios
Summary: A set of undrained compression triaxial tests was conducted on various types of cohesionless soils, demonstrating distinct state transitions from flow liquefaction to strain softening or hardening. The ratio of shear wave velocity (V-S(0)) to peak undrained deviatoric stress (q(peak)), V-S(0)/q(peak), was found to accurately define the boundaries between liquefaction and strain hardening for sands, as well as between strain softening and strain hardening for silty sands and silts. As this ratio depends on the tested material, the estimation of these boundaries can be achieved through the coefficient of uniformity (C-U) derived from a grain-size distribution test, which empirically correlates with critical state parameters.
APPLIED SCIENCES-BASEL
(2023)
Article
Engineering, Civil
Xuyang Wu, Fujun Niu, Qingguo Liang, Chunqing Li, Zhanju Lin
Summary: This paper discusses the deformation characteristics and structural strength anisotropy of loess through experimental testing and microscopy analysis.
TRANSPORTATION GEOTECHNICS
(2024)
Article
Engineering, Civil
Zhou Yang, Xiaohui Cheng
Summary: This study examines the stability of high fill slopes using finite element limit analyses. The results show that the original slope stability was overestimated based on laboratory shear tests, and the reinforcement with stabilizing piles was ineffective. The safety factor of the pile-reinforced slope considering rainfall infiltration was 0.95. Random field limit analyses indicated an increased failure probability under assumed rainfall infiltration conditions.
TRANSPORTATION GEOTECHNICS
(2024)