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应力旋转对同济一号模拟月壤变形特性的影响 被引量:2

Deformation Behavior of TJ-1 Lunar Soil Simulant Under Principal Stress Rotation
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摘要 登月成功后月球车辆的行驶以及月球基地的建设均涉及到主应力轴旋转问题,为此采用空心圆柱扭剪仪进行了两个系列的主应力轴旋转试验,以研究中主应力系数和平均应力对主应力轴旋转条件下同济一号(TJ-1)模拟月壤变形及非共轴特性的影响.试验系列I中保持平均应力、偏应力比不变,进行了不同中主应力系数的主应力轴旋转试验;系列II则是保持偏应力比、中主应力系数不变,进行了不同平均应力下的主应力轴旋转试验.结果表明中主应力系数、平均应力均对主应力轴旋转过程中TJ-1模拟月壤的变形特性影响显著.着重分析了中主应力系数、平均应力对TJ-1模拟月壤在主应力轴旋转过程中各应变分量、体变的发展趋势以及非共轴特性的影响,以期为登月成功后与月壤相关工程的设计提供参考. The principal stress rotation will be involved in these activities such as establishing lunar bases, exploring mineral resource and operating vehicles on Moon surface. Two sets of tests were performed using the hollow cylinder apparatus (HCA) at Tongji University, China to investigate the effects of principal stress rotation on the deformation behavior and non-coaxiality of dry TJ-1 lunar soil simulant. One set of tests enabled pure principal stress rotation at different constant levels of the intermediate stress parameter, while the deviatoric stress ratio and the intermediate stress parameter were maintained as constant with a variation of mean stress in the other set. The test results show that the intermediate stress parameter and mean stress have significant influence on deformation behavior of TJ-1 lunar soil simulant under the principal stress rotation. Their effects on the development of strain components and the volumetric strain, and the non-coaxiality of TJ-1 lunar soil simulant were studied.
出处 《同济大学学报(自然科学版)》 EI CAS CSCD 北大核心 2013年第4期483-489,共7页 Journal of Tongji University:Natural Science
基金 国家杰出青年基金(51025932) 国家自然科学基金(10972158 51179128) 上海市优秀学术带头人计划(11XD1405200)
关键词 同济一号模拟月壤 中主应力系数 平均应力 形特性 非共轴 TJ-1 lunar soil simulant intermediate stress parameter mean stress deformation behavior non-coaxiality
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参考文献18

  • 1Ishihare K, Towhata I. Sand response to cyclic ration of principal stress direction as induced by wave loads [J]. Soils and Foundations, 1983, 23(4).. 11.
  • 2Miura K, Miura S, Toki S. Deformation behavior of anisotropic sand under principal stress axes rotation [J ]. Soils and Foundations, 1986, 26(1): 36.
  • 3Wijewickreme D, Vaid YP. Behavior of loose sand under simultaneous increase in stress ratio and principal stress rotation[J]. Canadian Geotechnical Journal, 1993, 30: 953.
  • 4Nakata Y, Hyodo M, Murata H, et al. Flow deformation of sands subjected to principal stress rotation [ J ]. Soils and Foundations, 1998, 38(2).. 115.
  • 5姚仰平,谢定义.振动拉压扭剪三轴仪及其试验研究[J].西安建筑科技大学学报(自然科学版),1996,28(2):129-133. 被引量:10
  • 6郭莹,栾茂田,何杨,许成顺.主应力方向循环变化对饱和松砂不排水动力特性的影响[J].岩土工程学报,2005,27(4):403-409. 被引量:37
  • 7Gutierrez M, Ishihara K, Towhata I. Flow theory for sand during rotation of principal stress directions[J]. Soils and Foundations, 1991, 31(4).. 121.
  • 8童朝霞,张建民,于艺林,张嘎.中主应力系数对应力主轴循环旋转条件下砂土变形特性的影响[J].岩土工程学报,2009,31(6):946-952. 被引量:30
  • 9Yang Z X. Investigation of fabric anisotropic effects on granular soil behavior [D]. Hong Kong.. The Hong Kong University of Science and Technology, 2005.
  • 10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. 被引量:38

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