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Geotechnical Properties of Fillite-Simulant for Planetary Rover Mobility Studies

机译:用于行星漫游车流动性研究的填充剂硅土的土工性质

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Earthbound testing of the mobility of lunar, Martian, and other extraterrestrial rovers benefits from the use of suitable soil simulants. To this end, a granular material called Fillite was selected as a simulant for modeling high-sinkage, high-slip situations that could be encountered by rovers, such as the one encountered by the Spirit rover on Mars. Fillite consists of alumino-silicate hollow microspheres harvested from the pulverized fuel ash of coal-fired power plants. It is available in large quantities at a reasonable cost and it is chemically inert. The focus of this paper is to summarize geotechnical characterization of Fillite, specifically the mechanical properties such as shear strength parameters, elastic modulus, Poisson's ratio, and small-strain shear modulus. These measured properties are expected to enable analysis of rover mobility tests conducted in Fillite. The properties of Fillite are compared with the known and estimated properties of Martian and lunar regoliths as well as of other commonly used simulants. Fillite is quite dilatant. The peak and critical angles of internal friction of Fillite are smaller than those of most other simulants. Smaller shear strength, coupled with much smaller bulk unit weight as compared to other simulants, would result in smaller bearing and shearing resistances. This is expected to allow for better simulation of the intended high-sinkage, high-slip environment for rover mobility studies. (C) 2016 American Society of Civil Engineers.
机译:使用合适的土壤模拟物可对月球,火星人和其他外星漫游者的流动性进行地面测试。为此,选择了一种名为Fillite的粒状材料作为模拟物,以模拟流浪者可能遇到的高沉,高滑的情况,例如火星上的Spirit漫游者遇到的一种。填土包括从燃煤发电厂的粉煤灰中收集的铝硅酸盐空心微球。它可以以合理的价格大量购买,并且是化学惰性的。本文的重点是总结Fillite的岩土特征,特别是机械性能,例如剪切强度参数,弹性模量,泊松比和小应变剪切模量。预期这些测量的特性将能够分析在Fillite中进行的流动站流动性测试。将Fillite的性质与火星和月球巨石以及其他常用模拟物的已知和估计的性质进行比较。 Fillite非常膨胀。 Fillite的内部摩擦的峰值和临界角小于大多数其他模拟物的峰值和临界角。与其他模拟物相比,较小的剪切强度,再加上较小的体积单位重量,将导致较小的承载和剪切阻力。预期这将有助于更好地模拟预期的高沉,高滑移环境,以进行流动站机动性研究。 (C)2016年美国土木工程师学会。

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