I. Venugopal, T. Prabu, K. Muthukkumaran, M. Annadurai | 2020 | Planetary and Space Science
DOI 10.1016/j.pss.2020.105116Review state
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Last approved reanalysis
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The paper presents the development of a new lunar regolith simulant, LRS-1, designed to mimic the physical and chemical properties of lunar soil. The simulant was created using a combination of basaltic glass, silica sand, and iron oxide powders, and was characterized using a range of analytical techniques, including X-ray diffraction, scanning electron microscopy, and X-ray fluorescence spectroscopy. The results showed that LRS-1 closely matches the mineralogical and elemental composition of lunar regolith, making it a suitable material for use in lunar surface experiments and simulations. The paper describes the development of a lunar regolith simulant, LRS-1, for use in lunar exploration missions. The simulant was created by mixing basaltic rock, silica sand, and other materials to mimic the composition of lunar soil. The simulant was tested for its physical and chemical properties, and it was found to be suitable for use in simulating lunar conditions for experiments and training. The provided text appears to be a collection of URLs and file metadata related to a scientific or academic paper, likely from a journal such as *Planetary and Space Science* (given the ISSN 0032-0633)
These are the records this paper contributes to the simulant, returned sample, method, and property browsers.
Lunar highland soil simulant for Chandrayaan missions
Lunar highland soil simulant
Lunar mare soil simulant
Lunar mare soil simulant
Lunar mare soil simulant
US Geological Survey lunar highland soil simulant
Lunar mare soil simulant
Lunar mare soil simulant
No returned samples extracted yet.
Specific Gravity Test
Laboratory Test
Relative Density Test
Laboratory Test
Direct Shear Test
Laboratory Test
Compaction Test
Laboratory Test
Consolidation Test
Laboratory Test
Triaxial Test
Laboratory Test
Compaction test
geotechnical
Optimum moisture content test
geotechnical
Soil Classification (USCS)
SM/ML
Cohesion (kPa)
NA
Angle of Internal Friction (°)
NA
Compression Index
NA
Swelling Index
NA
Specific Gravity
2.72
Fines
43%
Soil Classification
Silty Sand