Vincenzo Nardelli, Chencheng Wang, Matthew Richard Coop
{"title":"Particle‐Scale Mechanics of a Regolith‐Type Soil","authors":"Vincenzo Nardelli, Chencheng Wang, Matthew Richard Coop","doi":"10.1002/nag.70435","DOIUrl":null,"url":null,"abstract":"The existing studies have reported that the surface of Mars shows the presence of materials having igneous origin, including basalt and regolith‐type coarse soils. These findings are affected by significant uncertainties and, therefore, the selection of simulants for various exploration applications, including surface mobility of rovers, should take into account the potential complications that might arise if unexpected materials are found. The present study focusses on the micromechanical characterisation of a regolith‐type soil (Eglin sand), comparing the results obtained with those determined for a quartz sand (Leighton Buzzard sand), that is also used as a Mars‐soil simulant. Eglin sand is constituted by a complex composition and the various minerals identified were tested and analysed separately. The testing activities included the characterisation of the particle shape and surface morphology, and the determination of particle strength, contact response, contact stiffness and inter‐particle friction. Differences in terms of particle morphology and surface properties were recorded for the two sands studied, and, along with grain mineralogy, these have been found to have an impact on the mechanical response, affecting both particle strength and inter‐particle behaviour. This study aims to provide realistic soil data and information to be used in numerical simulations performed using the Discrete Element Method, which is often adopted for the analysis of surface mobility problems.","PeriodicalId":13786,"journal":{"name":"International Journal for Numerical and Analytical Methods in Geomechanics","volume":"36 1","pages":""},"PeriodicalIF":3.6000,"publicationDate":"2026-09-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal for Numerical and Analytical Methods in Geomechanics","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1002/nag.70435","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
Abstract
The existing studies have reported that the surface of Mars shows the presence of materials having igneous origin, including basalt and regolith‐type coarse soils. These findings are affected by significant uncertainties and, therefore, the selection of simulants for various exploration applications, including surface mobility of rovers, should take into account the potential complications that might arise if unexpected materials are found. The present study focusses on the micromechanical characterisation of a regolith‐type soil (Eglin sand), comparing the results obtained with those determined for a quartz sand (Leighton Buzzard sand), that is also used as a Mars‐soil simulant. Eglin sand is constituted by a complex composition and the various minerals identified were tested and analysed separately. The testing activities included the characterisation of the particle shape and surface morphology, and the determination of particle strength, contact response, contact stiffness and inter‐particle friction. Differences in terms of particle morphology and surface properties were recorded for the two sands studied, and, along with grain mineralogy, these have been found to have an impact on the mechanical response, affecting both particle strength and inter‐particle behaviour. This study aims to provide realistic soil data and information to be used in numerical simulations performed using the Discrete Element Method, which is often adopted for the analysis of surface mobility problems.
期刊介绍:
The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.