负温下模拟月壤三轴压缩试验与分析Triaxial Compression Test and Analysis of Simulated Lunar Soil at Negative Temperature
周兆曦;马芹永;
摘要(Abstract):
为了确保未来月球基地建设的顺利进行,开展冻结模拟月壤力学特性的试验研究。在围压为0.8 MPa、1.6 MPa、2.4 MPa和温度为-15℃、-10℃、-5℃条件下进行三轴压缩试验,试验结果表明:冻结模拟月壤的偏应力-轴向应变曲线表现为应变硬化特性,曲线可分为压密阶段、弹性阶段、塑性阶段和破坏阶段;当温度一定时,随着围压增大,试样的弹性模量逐渐增大,泊松比逐渐减小;在负温条件下,温度对模拟月壤的内摩擦角影响不明显,黏聚力和弹性模量随着温度的降低而增大;在相同的温度和围压下,模拟月壤的E_0值比E_(0.5)值对围压的变化更敏感。
关键词(KeyWords): 模拟月壤;应力-应变曲线;峰值强度;抗剪强度指标;弹性模量
基金项目(Foundation):
作者(Authors): 周兆曦;马芹永;
参考文献(References):
- [1] 吴伟仁,刘继忠,唐玉华,等.中国探月工程[J].深空探测学报,2019,6(5),405-416.
- [2] Speyerer E J,Robinson M S.Persistently Illuminated Regions at the Lunar Poles:Ideal Sites for Future Exploration[J].Icarus,2013,222:122-136.
- [3] 贾瑛卓,覃朗,徐琳,等.月球水冰探测[J].深空探测学报,2020,7(3):290-296.
- [4] 李飞,张熇,吴学英,等.月球南极着陆区关键特性分析[J].航天器工程,2015,24(1):103-110.
- [5] 张弘,盛丽艳,马继楠,等.月球极区着陆环境特性对比及探测建议[J].航天器环境工程,2019,36(6):615-621.
- [6] 周国庆,李瑞林,严康,等.月球采矿中月壤/岩力学问题的理论与试验方法[J].煤炭学报,2019,44(1):183-191.
- [7] Taylor L A,Pieters C M,Britt D.Evaluations of Lunar Regolith Simulants[J].Planetary and Space Science,2016,126:1-7.
- [8] Kobayashi T,Ochiai H,Suyama Y,et al.Bearing Capacity of Shallow Foundations in a Low Gravity Environment[J].Soils and Foundations,2009,49 :115-134.
- [9] 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.
- [10] 郑永春,王世杰,冯俊明,等.CAS-1模拟月壤[J].矿物学报,2007(Z1):571-578.
- [11] Klosky J L,Sture S,Ko H,et al.Geotechnical Behavior of JSC-1 Lunar Soil Simulant[J].Journal of Aerospace Engineering,2000,13:133-138.
- [12] Bui H H,Kobayashi T,Fukagawa R,et al.Numerical and Experimental Studies of Gravity Effect on the Mechanism of Lunar Excavations[J] .Journal of Terramechanics,2009,46:115-124.
- [13] 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.
- [14] 张宇,余飞,陈善雄,等.CAS-1模拟月壤动剪切模量与阻尼比的试验研究[J].岩土力学,2014,35(1):74-82.
- [15] Qian Y,Xiao L,Yin S,et al.The Regolith Properties of the Chang’e-5 Landing Region and the Ground Drilling Experiments Using Lunar Regolith Simulants[J].Icarus,2020,337,113508-113521.
- [16] 郑永春,王世杰,刘建忠,等.模拟月壤研制的初步设想[J].空间科学学报,2005,25(1):70-75.
- [17] Mitchell J K,Bromwell L G,Carrier W.D,et al.Soil MechanicalProperties at the Appolo14 site[J].Journal of Geophysical Research.1972,77:5641-5665.
- [18] Colaprete A,Schultz P,Heldmann J,et al.Detection of Water in the LCROSS Ejecta Plume[J].Science,2010,330:463-468.
- [19] GB/T 20123-2019,土工试验方法标准[S].北京:中国计划出版社,2019.
- [20] MT/T 593.5-2011,人工冻土物理力学性能试验.第5部分:人工冻土三轴剪切强度试验方法[S],北京:煤炭工业出版社,2011.
- [21] DL/T 5355-2006,水电水利工程土木试验规程[S].北京:中国电力出版社,2006.