Investigation of TJ-1 lunar soil simulant cone penetration tests by calibration chamber under different penetration angles
JIANG Ming-jing1, 2, WANG Xin-xin1, 2
1. Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Geotechnical & Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China
Abstract:A series of cone penetration tests on TJ-1 lunar simulant under penetration angles of 0°, 15° and 30° are carried out using the calibration chamber in order to study the engineering properties of lunar soils. The test results show: (1) after the pull-out of cone tip from the ground, the ground surface exhibits different deformation patterns and the deformation area becomes larger and larger as the penetration angle increases. Cylindrical cavity is formed under vertical penetration condition, while ellipsoidal collapse crater appears under inclined penetration conditions; (2) the cone tip resistance increases with the penetration depth under different penetration angles, and it increases linearly with the increase of the penetration angle at the same vertical penetration depth and can be expressed by equation ; (3) the calculation formula can be used to estimate change of the cone tip resistance of vertical penetration with the penetration depth; (4) the horizontal earth pressures around the probe rod increase first and then decrease with the increase of the vertical penetration depth under different penetration angles. The maximum horizontal earth pressure in front of the penetration direction increases linearly with the increase of the penetration angle at the same depth, while that behind the penetration direction presents the opposite trend. They all can be expressed by function ; and (5) the final value of the vertical earth pressure at depth of 600 mm decreases with the increase of the penetration angle, and their relationship fits the equation .
蒋明镜, 王新新. 不同贯入倾角下TJ-1模拟月壤静力触探模型箱试验研究[J]. 岩土工程学报, 2013, 35(8): 1442-1450.
JIANG Ming-jing, WANG Xin-xin. Investigation of TJ-1 lunar soil simulant cone penetration tests by calibration chamber under different penetration angles. Chinese J. Geot. Eng., 2013, 35(8): 1442-1450.
欧阳自远. 月球科学概论[M].北京:中国宇航出版社, 2005.(OUYANG Zi-yuan. Introduction to lunar science[M].Beijing:China Aerospace Press, 2005. (in Chinese)) MITCHELL J K, HOUSTON W N, SCOTT R F,et al. Mechanical properties of lunar soil: Density, porosity, cohesion, and angle of internal friction[C]// Proceedings of the Third Lunar Science Conference. Houston, 1972. MITCHELL J K, CARRIER W D, COSTES N C,et al. Surface soil variability and stratigraphy at the Apollo 16 site[C]// Proceedings of the Fourth Lunar Science Conference. Houston, 1973. COSTES N C, MITCHELL J K. Apollo 11 soil mechanics investigation[C]//Proceedings of the Apollo 11 Lunar Science Conference. Houston, 1970. HOUSTON W N, NAMIQ L I. Penetration resistance of lunar soils[J]. Journal of Terranmechanics, 1971, 8(1): 59-69. MELZER K J. Methods for investigating the strength characteristics of a lunar soil simulant[J]. Géotechnique, 1974, 24(1): 13-20. 陈 斌. 基于模拟月壤的轮壤关系研究[D]. 长春: 吉林大学, 2010, (CHEN Bin. Research on the relationship between wheel and soil based on the simulant lunar soil[D]. Changchun: Jinlin University, 2010. (in Chinese)) COSTES N C, COHRON G T, MOSS D C. Cone penetration resistance test an approach to evaluating in-place strength and packing characteristics of lunar soils[C]// Proceedings of the Second Lunar Science Conference. Houston, 1971. 李志刚. 人工装置与模拟月壤相互作用的土工离心模型试验研究[D]. 北京: 清华大学, 2008.(LI Zhi-gang. Study on the interaction of manual facilities and lunar soil simulant by centrifuge model test[D]. Beijing: Tsinghua University, 2008. (in Chinese)) BROERE W, VAN Tol A F. Horizontal cone penetration testing[C]// Geotechnical Site Characterization. Atlanta, 1998: 989-994. WEI L, Abu-FARSAKH M Y, TUMAY M T. Finite-Element analysis of inclined piezocone penetration test in clays[J]. International Journal of Geomechanics, 2005, 5(3): 167-178. WEI L. Numerical simulation and field verification of inclined piezocone penetration test in cohesive soils[D]. Louisiana: Louisiana State University, 2004 蒋明镜, 李立青. TJ-1模拟月壤的研制[J]. (岩土工程学报), 2011, 33(2): 209-214.(JIANG Ming-jing, LI Li-qing. Development of TJ-1 lunar soil simulant[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(2): 209-214. (in Chinese)) JIANG M J, LI L Q, SUN Y G. Properties of TJ-1 lunar soil stimulant[J]. Journal of Aerospace Engineering, 2012, 25(3): 463-469. JIANG M J, YU H S, HARRIS D. Discrete element modelling of deep penetration ingranular soils[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2006, 30: 335-361. 崔新壮, 丁 桦. 静力触探锥头阻力的近似理论与实验研究进展[J]. (力学进展), 2004, 34(2): 251-262.(CUI Xin-zhuang, DING Hua. Approximate theoretical and experimental research development of cone penetration resistance in static cone penetration test[J]. Advances in Mechanics, 2004, 34(2): 251-262. (in Chinese)) YU H S, MITCHELL J K. Analysis of cone resistance: review of methods[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1998, 124: 140-149.