Particle‐Scale Mechanics of a Regolith‐Type Soil

IF 3.6 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Vincenzo Nardelli, Chencheng Wang, Matthew Richard Coop
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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.
一种风化层型土壤的颗粒尺度力学
现有的研究报告表明,火星表面存在火成岩起源的物质,包括玄武岩和风化岩类型的粗糙土壤。这些发现受到重大不确定性的影响,因此,为各种勘探应用选择模拟,包括漫游车的表面流动性,应该考虑到如果发现意想不到的材料可能出现的潜在复杂性。目前的研究重点是风化层型土壤(Eglin砂)的微观力学特征,并将所得结果与石英砂(Leighton Buzzard砂)的结果进行比较,石英砂也被用作火星土壤模拟物。Eglin砂组成复杂,鉴定出的各种矿物分别进行了测试和分析。测试活动包括颗粒形状和表面形貌的表征,以及颗粒强度、接触响应、接触刚度和颗粒间摩擦的测定。研究人员记录了两种砂粒在颗粒形态和表面特性方面的差异,并与颗粒矿物学一起,发现这些差异对机械响应有影响,影响颗粒强度和颗粒间行为。本研究旨在为离散元法的数值模拟提供真实的土壤数据和信息,离散元法通常用于分析地表迁移问题。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
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.
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