Slope Stability Analysis and Soil Mechanical Properties of Impact Craters around the Lunar South Pole

Water ice has been found in the permanently shadowed regions of impact craters around the lunar South Pole, which makes them ideal areas for in situ exploration missions. However, near the rim of impact craters, construction and exploration activities may cause slope instability. As a result, a bett...

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Published in:Remote Sensing
Main Authors: Yantong Huang, Jiang Zhang, Bo Li, Shengbo Chen
Format: Article in Journal/Newspaper
Language:English
Published: MDPI AG 2024
Subjects:
Q
Online Access:https://doi.org/10.3390/rs16020371
https://doaj.org/article/9d9e79e663cf4aa28e2efdcaf08e93ab
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spelling ftdoajarticles:oai:doaj.org/article:9d9e79e663cf4aa28e2efdcaf08e93ab 2024-02-27T08:45:29+00:00 Slope Stability Analysis and Soil Mechanical Properties of Impact Craters around the Lunar South Pole Yantong Huang Jiang Zhang Bo Li Shengbo Chen 2024-01-01T00:00:00Z https://doi.org/10.3390/rs16020371 https://doaj.org/article/9d9e79e663cf4aa28e2efdcaf08e93ab EN eng MDPI AG https://www.mdpi.com/2072-4292/16/2/371 https://doaj.org/toc/2072-4292 doi:10.3390/rs16020371 2072-4292 https://doaj.org/article/9d9e79e663cf4aa28e2efdcaf08e93ab Remote Sensing, Vol 16, Iss 2, p 371 (2024) shear strength slope stability impact crater simulant lunar South Pole Chang’E-4 Science Q article 2024 ftdoajarticles https://doi.org/10.3390/rs16020371 2024-01-28T01:37:38Z Water ice has been found in the permanently shadowed regions of impact craters around the lunar South Pole, which makes them ideal areas for in situ exploration missions. However, near the rim of impact craters, construction and exploration activities may cause slope instability. As a result, a better understanding of the shear strength of lunar soil under higher stress conditions is required. This paper mainly uses the finite element method to analyze slope stability to determine the position and shape of the slip surface and assess the safety factor. The height and gradient of the slope, the shear strength of lunar soil, and the lunar surface mission all influence the stability of the slope. We also analyze the soil mechanical properties of a soil slope adjacent to the traverse path of the Chang’E-4 Yutu-2 rover. Determining the stability of the slope at the lunar South Pole impact crater under various loading conditions will enhance the implementation of the lunar surface construction program. In this respect, this paper simulates a lunar mission landing at the Shackleton and Shoemaker craters and indicates that areas with higher cohesion lunar soil may be more stable for exploration in the more complex terrain of the South Pole. Article in Journal/Newspaper South pole Directory of Open Access Journals: DOAJ Articles Shackleton South Pole Remote Sensing 16 2 371
institution Open Polar
collection Directory of Open Access Journals: DOAJ Articles
op_collection_id ftdoajarticles
language English
topic shear strength
slope stability
impact crater simulant
lunar South Pole
Chang’E-4
Science
Q
spellingShingle shear strength
slope stability
impact crater simulant
lunar South Pole
Chang’E-4
Science
Q
Yantong Huang
Jiang Zhang
Bo Li
Shengbo Chen
Slope Stability Analysis and Soil Mechanical Properties of Impact Craters around the Lunar South Pole
topic_facet shear strength
slope stability
impact crater simulant
lunar South Pole
Chang’E-4
Science
Q
description Water ice has been found in the permanently shadowed regions of impact craters around the lunar South Pole, which makes them ideal areas for in situ exploration missions. However, near the rim of impact craters, construction and exploration activities may cause slope instability. As a result, a better understanding of the shear strength of lunar soil under higher stress conditions is required. This paper mainly uses the finite element method to analyze slope stability to determine the position and shape of the slip surface and assess the safety factor. The height and gradient of the slope, the shear strength of lunar soil, and the lunar surface mission all influence the stability of the slope. We also analyze the soil mechanical properties of a soil slope adjacent to the traverse path of the Chang’E-4 Yutu-2 rover. Determining the stability of the slope at the lunar South Pole impact crater under various loading conditions will enhance the implementation of the lunar surface construction program. In this respect, this paper simulates a lunar mission landing at the Shackleton and Shoemaker craters and indicates that areas with higher cohesion lunar soil may be more stable for exploration in the more complex terrain of the South Pole.
format Article in Journal/Newspaper
author Yantong Huang
Jiang Zhang
Bo Li
Shengbo Chen
author_facet Yantong Huang
Jiang Zhang
Bo Li
Shengbo Chen
author_sort Yantong Huang
title Slope Stability Analysis and Soil Mechanical Properties of Impact Craters around the Lunar South Pole
title_short Slope Stability Analysis and Soil Mechanical Properties of Impact Craters around the Lunar South Pole
title_full Slope Stability Analysis and Soil Mechanical Properties of Impact Craters around the Lunar South Pole
title_fullStr Slope Stability Analysis and Soil Mechanical Properties of Impact Craters around the Lunar South Pole
title_full_unstemmed Slope Stability Analysis and Soil Mechanical Properties of Impact Craters around the Lunar South Pole
title_sort slope stability analysis and soil mechanical properties of impact craters around the lunar south pole
publisher MDPI AG
publishDate 2024
url https://doi.org/10.3390/rs16020371
https://doaj.org/article/9d9e79e663cf4aa28e2efdcaf08e93ab
geographic Shackleton
South Pole
geographic_facet Shackleton
South Pole
genre South pole
genre_facet South pole
op_source Remote Sensing, Vol 16, Iss 2, p 371 (2024)
op_relation https://www.mdpi.com/2072-4292/16/2/371
https://doaj.org/toc/2072-4292
doi:10.3390/rs16020371
2072-4292
https://doaj.org/article/9d9e79e663cf4aa28e2efdcaf08e93ab
op_doi https://doi.org/10.3390/rs16020371
container_title Remote Sensing
container_volume 16
container_issue 2
container_start_page 371
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