Rock and Soil Mechanics ›› 2025, Vol. 46 ›› Issue (7): 2308-2324.doi: 10.16285/j.rsm.2025.0059

• Testing Technology • Previous Articles    

Research advances in in-situ characterization techniques for Martian soil and prospects for piezocone penetration test application

WU Dun1, 2, 3, SUN Lin1, 2, LU Jian-wei1, 2, YU Bing-kun3, 4, CAI Guo-jun1, 2   

  1. 1. Anhui Province Key Laboratory of Intelligent Underground Exploration, Anhui Jianzhu University, Hefei, Anhui 230601, China; 2. School of Civil Engineering, Anhui Jianzhu University, Hefei, Anhui 230601, China; 3. Deep Space Science Research Institute, Deep Space Exploration Laboratory, Hefei, Anhui 230026, China; 4. School of Earth and Space Sciences, University of Science and Technology of China, Hefei, Anhui 230026, China
  • Received:2025-01-15 Accepted:2025-03-10 Online:2025-07-10 Published:2025-07-09
  • Supported by:
    This work was supported by the National Science Fund for Distinguished Young Scholars (42225206), the Basic Research Project of the National Key Laboratory of Deep Space Exploration (NKLDSE2023A002), the Open Fund of Anhui Provincial Key Laboratory of Intelligent Underground Detection (APKLIUD23KF01) and the General Program of the National Natural Science Foundation of China (42072299).

Abstract: The Martian soil, serving as the primary support medium for the landing of Mars rovers, is of paramount importance for the success of exploration missions owing to its unique engineering and geological properties. By focusing on the latest advancements in Mars in-situ exploration technology, this study summarizes the physical and mechanical properties of Martian soil in potential landing areas and delves into the potential, limitations, and specific applications of various methods in Martian soil research, including penetration testing, robotic arm sampling, drilling techniques, geophysical exploration, and space remote sensing technologies. Furthermore, the potential application of piezocone penetration test (CPTU) technology in future Martian soil exploration is prospected. Given CPTU's efficient capability in assessing soil mechanical properties in terrestrial engineering, it exhibits significant potential for Martian soil exploration. This advanced technology is anticipated to provide more precise and comprehensive data support for deep space exploration activities such as site selection for Mars landing missions, construction of scientific research stations, and resource extraction plans. However, given the marked differences between Mars and Earth in terms of material composition, structural characteristics, and environmental conditions, the adaptive development and modification of CPTU equipment represent crucial scientific and technical challenges. Moving forward, with the continual advancement of deep space exploration technology, extensive research in this field will undoubtedly lay a solid foundation for Mars exploration and even more ambitious missions beyond.

Key words: Martian soil, engineering geology, in-situ detection technology, piezocone penetration test

CLC Number: 

  • TU 458
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[3] WANG Kuan-jun, LIU Bin, MO Pin-qiang, LI Guo-yao, ZHU Qi-yin, SHEN Kan-min, HU Jing, . Computational model of CPTu considering temperature effect and drainage state of silt [J]. Rock and Soil Mechanics, 2024, 45(6): 1731-1742.
[4] WANG Kuan-jun, SHEN Kan-min, WANG Ming-yuan, WANG Hong-yu, GUO Zhen, . Strength interpretation parameter of piezoncone penetration test for soft clay in offshore area of Hangzhou Bay [J]. Rock and Soil Mechanics, 2023, 44(S1): 521-532.
[5] WANG Ming-yuan, SUN Ji-zhu, WANG Yong, YANG Yang, . The state-dependent bounding surface model calibration based on CPTu data [J]. Rock and Soil Mechanics, 2023, 44(11): 3280-3287.
[6] WANG Kuan-jun, JIA Zhi-yuan, SHEN Kan-min, TANG Yan. Joint laboratory and in-situ calibration of strength characteristics for Taizhou coastal soft clay [J]. Rock and Soil Mechanics, 2023, 44(10): 2851-2859.
[7] DU Yu, LIU Song-yu, ZHU Liu-wen, ZOU Hai-feng, CAI Guo-jun, . Soil classification method for port and waterway engineering based on piezocone penetration test [J]. Rock and Soil Mechanics, 2022, 43(5): 1353-1363.
[8] WANG Ye-huan, WANG Yong, KONG Ling-wei, CHEN Cheng, GUO Ai-guo, . Identification of shallow gas-bearing strata based on in situ multi-function piezocone penetration test and its application [J]. Rock and Soil Mechanics, 2022, 43(12): 3474-3483.
[9] WU Meng, CAI Guo-jun, WANG Cai-jin, DUAN Wei, LIU Song-yu, QIAO Huan-huan, HONG Yi, . Reliability identification of subsurface shallow gas based on resistivity piezocone penetration tests [J]. Rock and Soil Mechanics, 2022, 43(12): 3463-3473.
[10] DENG Yu-chen, CHEN Zhi-bo, ZHENG You-qiang, PAN Sheng-gui, . CPTU-based modified soil behavior type index classification method and its application [J]. Rock and Soil Mechanics, 2022, 43(1): 227-234.
[11] LU Tai-shan, LIU Song-yu, CAI Guo-jun, WU Kai, XIA Wen-jun, . Study on the disturbance and recompression settlement of soft soil induced by foundation excavation [J]. Rock and Soil Mechanics, 2021, 42(2): 565-573.
[12] LI Hong-jiang, TONG Li-yuan, LIU Song-yu, BAO Hong-yan, YANG Tao, . Parameter sensitivity of horizontal bearing capacity of large diameter and super-long bored pile [J]. , 2018, 39(5): 1825-1833.
[13] LIN Jun, CAI Guo-jun, LIU Song-yu, ZOU Hai-feng, . Identification of soil layer boundaries using mechanical layered method base on piezocone penetration test data [J]. , 2017, 38(5): 1413-1423.
[14] ZOU Hai-feng, CAI Guo-jun, LIU Song-yu, LIN Jun. Research on modeling inherent spatial variability of piezocone penetration test cone tip resistance based on geostatistics [J]. , 2015, 36(S1): 403-407.
[15] LI Sa ,XU Bao-zhao ,LIU Jian-tao ,ZHOU Yang-rui,. Study of characteristics of laminated soil in South China Sea [J]. , 2014, 35(S1): 203-208.
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