K. Šļumba, B. T. Scott, M. B. Jaksa, P. InSight | 2026 | Acta Astronautica
DOI 10.1016/j.actaastro.2026.01.055Review state
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This paper presents the development and testing of a dynamic cone penetrometer for lunar regolith simulant LHS-1E. The study correlates dynamic cone penetration test results with conventional cone penetration and nuclear density gauge tests, enabling direct conversion between test methods for lunar applications. This paper presents a study on the dynamic cone penetration test (DCPT) applied to lunar highlands regolith simulant. The research focuses on the development of an instrument for DCPT, the setup of testing procedures, and the analysis of results to understand the mechanical behavior of the simulant under dynamic loading. The study compares DCPT results with conventional cone penetration test (CPT) data and discusses the implications for lunar surface investigations. The findings contribute to the understanding of subsurface properties of lunar regolith and support future lunar exploration missions. The provided text appears to be a collection of URLs and file names related to images and thumbnails, likely from a scientific or technical paper. It includes references to image files such as 'gr1.jpg', 'gr2.jpg', and their thumbnail versions ('gr1.sml', 'gr2.sml'), along with m
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Compaction
Physical
Mini-DCP Testing
Mechanical
Cone Size Variation
Mechanical
Hammering Energy Variation
Mechanical
Dynamic Cone Penetration Test (DCP)
geotechnical testing
Cone Penetration Test (CPT)
geotechnical testing
Compaction Method
compaction
Dynamic cone penetration test
penetration testing
Penetration Resistance
Measured using Mini-DCP and CPT methods.
DCPT Gradient
Calculated from penetration resistance and depth measurements.
penetration resistance
300-1600 kPa
regolith thickness
10-15 m
density
1624 ± 34 kg/m³ to 1871 ± 31 kg/m³
Density
1733 17 kg/m3
Penetration Depth
10 mm
Hammer Strike Energy
0.23 J to 5.88 J