2017
DOI: 10.1007/s11214-017-0339-7
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An Investigation of the Mechanical Properties of Some Martian Regolith Simulants with Respect to the Surface Properties at the InSight Mission Landing Site

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Cited by 55 publications
(75 citation statements)
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“…The three ground stiffness predicted for under the three SEIS feet on Mars (Fig. 46) are consistent with results from Delage et al (2017). …”
Section: B6 Summary Of Ground Propertiessupporting
confidence: 78%
See 1 more Smart Citation
“…The three ground stiffness predicted for under the three SEIS feet on Mars (Fig. 46) are consistent with results from Delage et al (2017). …”
Section: B6 Summary Of Ground Propertiessupporting
confidence: 78%
“…No anelastic attenuation is taken into account at these frequencies (only geometric spreading) and the results are, therefore, assumed to be the worst case (see ). See also Delage et al (2017) for a more detailed model of the expected ground properties on Mars. The Greens-function modeling reveals two components to the acceleration: the direct motion of the ground, and the acceleration due to different SEIS feet vertical motions.…”
Section: Mechanical Wind Noisementioning
confidence: 99%
“…) were provided by Lockheed Martin lander feet. First, the expected pressure under each foot of the lander on Mars is calculated and, then an extrapolation of the seismic velocities is performed assuming a power law based on laboratory measurements (for details see Murdoch et al 2017a;Delage et al 2017;Morgan et al 2018). Note that the predicted elastic ground properties at the InSight landing site have been updated since Murdoch et al (2017a).…”
Section: Ground Propertiesmentioning
confidence: 99%
“…Despite the efforts that have been made to constrain the properties of the InSight landing site regolith (Delage et al 2017;Morgan et al 2018), the regolith may have a large range of Fig. 9 Model comparison-the lander mechanical noise signal on SEIS as calculated using the inelastic lander structure model of Murdoch et al (2017a) (dashed coloured lines), and using the new lander flexible mode model presented here (solid coloured lines).…”
Section: Sensitivity To Ground Propertiesmentioning
confidence: 99%
“…The grading of finer grained regolith into coarser, blocky ejecta is exactly what would be expected for a surface impacted by craters with a steeply dipping negative power-law distribution in which smaller impacts vastly outnumber larger impacts that would excavate more deeply beneath the surface (e.g., Shoemaker and Morris, 1969;Hartmann et al, 2001). Knapmeyer et al (2016) used this stratigraphy, along with laboratory measurements (Delage et al, 2017), to develop a model of elastic properties with a stepwise increase in seismic velocity and seismic attenuation Q .…”
Section: Station Informationmentioning
confidence: 73%