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Constitutive and Stability Behavior of Soils in Microgravity Environment

机译:微匍匐环境中土壤的组成型和稳定性行为

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The constitutive behavior of soils such as strength, stiffness, and localization of deformations are to a large extent derived from interparticle friction transmitted between solid particles and particle groups. Interparticle forces are highly dependent on gravitational body forces. At very low effective confining pressures, the true nature of the Mohr-Coulomb strength envelope, which is the criterion most frequently used, is unclear both with respect to interparticle friction and cohesion. Because of the impossibility of eliminating gravitational body forces on earth, the weight ofsoil grains develops interparticle compressive stresses which mask true soil constitutive behavior even in the smallest samples of models. Therefore the microgravity environment induced by near-earth orbits of spacecraft provides unique experimental opportunities for testing theories related to the mechanical behavior of soils. Such materials may include cohesionless soils, silt, clay, industrial powders, crushed coal, etc. This paper discusses the importance of testing soils under very low confining stresses, effects of gravity on the stress-strain behavior of sand, and examples of potential future experiments on soils in microgravity environment aboard the space shuttle or the International Space Station.
机译:变形的强度,刚度和定位的土壤的组成型行为在很大程度上衍生自固体颗粒和颗粒基团之间的颗粒摩擦。颗粒力量高度依赖于引力体力。在非常低的有效限制压力下,Mohr-Coulomb强度包络的真实性质是最常用的标准,不清楚与颗粒颗粒摩擦和内聚力。由于不可能消除地球上的引力体力,因此粒度的重量也会产生掩盖真土本构体行为的颗粒压缩应力,即使在最小的模型样本中也是如此。因此,航天器近地轨道引起的微匍匐环境为测试与土壤的机械行为有关的理论提供独特的实验机会。这些材料可包括粘性土壤,淤泥,粘土,工业粉末,碎煤等。本文讨论了在非常低的限制应力下测试土壤的重要性,重力对沙子应力 - 应变行为的影响以及潜在的未来的例子空间班车或国际空间站微匍匐环境下土壤实验。

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