Martian and Lunar soils characterization at very low effective stress under static and dynamic loads
The main objective of this master's thesis is to characterize lunar and Martian regolith simulants
The surfaces of many celestial objects, including the Moon and Mars, are covered in the regolith. Regolith is the layer of unconsolidated solid material (e.g., dust and soil) covering the bedrock. There is broad interest in developing in situ resource utilization (ISRU), which aims to enhance space mission capabilities by utilizing resources extracted from local regolith sources.
NGI is working on various research projects funded by the Norwegian Space Agency (Norsk Romsenter) on regolith simulant characterization. The extraction of regolith resources and their conversion to useful products depend on engineering processes (excavation, trafficability, etc.) and are governed by regolith physical properties.
For example, the ISRU industry will require infrastructure development on the lunar surface. Thus, thorough characterization of lunar regolith will be invaluable for the safe design and performance of rovers, launch pads, shelters, and many other human-made or robot-made infrastructures.
The assignment
The student will determine strength properties at low effective stress in the project on two Lunar regolith simulants and one Martian regolith simulant. Tests will need to be conducted under monotonic and cyclic loads.
Additional effects such as over-consolidation and fines contents will be considered. The proposed research is mainly lab-based, meaning the student(s) must perform laboratory tests at NGI in Oslo.
During this project, the student will learn how to:
- perform geotechnical laboratory tests, including quality control and uncertainty quantification
- process and interpret geotechnical laboratory tests
- synthesize test results concerning the scientific literature
- effectively communicate the results of geotechnical tests through visual, written, and oral forms
Primary research questions
- How do Martian and Lunar regolith simulants behave at (very) low effective stress?
- What are the main differences in the geotechnical properties of Martian and Lunar simulants?
- What are the effects of over-consolidation and fines content on the geotechnical properties?
- What are the effects of cyclic loading on strength degradation at very low effective stress?
Santiago Quinteros
Head of Section Offshore Geotechnical Characterisation santiago.quinteros@ngi.no+47 401 00 376