Numerical Study of Cone Penetration Tests in Lunar Regolith for Strength Index
The cohesive properties of lunar regolith, combined with a low-gravity environment, result in it having a distinct mechanical behavior from sandy soil on Earth. Consequently, empirical formulas derived from cone penetration tests (CPTs) for calculating the shear strength parameters of Earth’s sand c...
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Main Authors: | , , , , |
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Format: | Article |
Language: | English |
Published: |
MDPI AG
2024-11-01
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Series: | Applied Sciences |
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Online Access: | https://www.mdpi.com/2076-3417/14/22/10645 |
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