期刊文献+

一种新型真三轴仪的研制与开发 被引量:80

Development of a new true tri-axial apparatus
下载PDF
导出
摘要 真三轴仪是一种真实模拟主应力状态,且在任意应力路径下测试土力学特性的试验仪器。介绍了研制的一种新型真三轴仪,它具有轴向刚性板加载、侧向双轴液压柔性囊加载的三向加载方式;侧向双轴相邻液压囊之间采用径向弹性伸缩、平面弹性转动的薄壁钢板有效隔离技术;伺服步进电机驱动滚珠丝杆推进活塞产生压力的液压/体变控制器独立施加三向主应力的自动控制系统。真正实现了三向独立加载、互不干扰。经测试分析,仪器系统性能稳定。新型真三轴仪具有结构简单,操作方便,应力状态真实,应变测试准确,试验过程易于控制的特点。 A true tri-axial apparatus is usually applied to measure the mechanical characteristics of soil under the three-dimensional principle stress condition. A new true tri-axial apparatus with a new structural cell is developed by Geotechnical Engineering Institute of Xi'an University of Technology. By comparing loading ways of different true tri-axial apparatuses at home and abroad, the characteristics of the new true tri-axial apparatus are summarized as follows: (1) A kind of hydraulic and volume apparatus with stepper motor servo-driven is developed, which is used to load independently the principal stress, and the corresponding automatic control system is developed. (2) The cubic sample is loaded by a pair of vertical steel plate and two pairs of lateral latex film vesicas. (3) The neighboring vesicas are separated by the steel plate, which can flex elastically in the radial direction and turn elastically on the horizontal plane. Furthermore, the true tri-axial tests on remolded loess are executed by use of the new true tri-axial apparatus. The characteristics of the stress-strain curve of the true tri-axial tests on the remolded loess and the strength of the loess remodeling are analyzed under different water contents. The new true triaxial apparatus is simple in structure, convenient in operation, true in stress state, exact in measuring the strain state and manageable in testing process.
出处 《岩土工程学报》 EI CAS CSCD 北大核心 2009年第8期1172-1179,共8页 Chinese Journal of Geotechnical Engineering
基金 国家自然科学基金项目(50779054 10872161)
关键词 新型真三轴仪 轴向刚性 侧压柔性加载 隔板弹性转动与伸缩 液压与体变控制 三向独立加载 new true tri-axial apparatus axial loading with rigid plate and lateral pressing with hydraulic pressure separating plate with turning and flex hydraulic and volume controlling apparatus tri-axial independent loading
  • 相关文献

参考文献6

二级参考文献26

  • 1于京杰.真三轴仪的研制及上海粘性土性能与应用研究[M].上海:同济大学,1988.. 被引量:1
  • 2Van Mier J G M, Shah S P, Amaud M. Strain-softening of concrete in uniaxial compression[J]. Materials and Structures, 1997, 30: 195-209. 被引量:1
  • 3Fairhurst C E, Hudson J A. Draft ISRM suggested method for the complete stress-strain curve for intact rock in uniaxial compression[J]. International Journal of Rock Mechanics and Mining Sciences, 1999, 36: 279-289. 被引量:1
  • 4Bazaar Z P, XiangY Y, Adley M D. Microplane model for concrete: II: data delocalization and verification[J]. Journal of Engineering Mechanics, American Society of Civil Engineering, 1996, 122(3): 255-262. 被引量:1
  • 5Jansen D C, Shah S P, Rossow E C. Stress-strain results of concrete from circumferential strain feedback control testing[J]. ACI Materials Journal, 1995, 92(4): 419- 428. 被引量:1
  • 6Lee Y H, Willam K. Mechanical properties of concrete in uniaxial compression[J]. ACI Materials Journal, 1997, 94(6): 457- 471. 被引量:1
  • 7Alber M, Hauptfleisch U. Generation and visualization of microfractures in Carrara marble for estimating fracture toughness, fracture shear band and fracture normal stiffness[J]. International Journal of Rock Mechanics and Mining Sciences, 1999, 36:1 065- 被引量:1
  • 8Wang Xuebin, Pan Yishan. Size effect and snap back based on conservation of energy and gradient-dependent plasticity[A]. Second International Symposium on New Development in Rock Mechanics and RockEngineering[C]. New Jersey: Rinton Press, 2002, 89- 92. 被引量:1
  • 9高文华,杨林德.自立式挡墙侧向变形时效性分析与计算[J].工程力学,1997,14(A01):324-328. 被引量:2
  • 10张农,侯朝炯,陈庆敏,戴标兵.岩石破坏后的注浆固结体的力学性能[J].岩土力学,1998,19(3):50-53. 被引量:45

共引文献75

同被引文献782

引证文献80

二级引证文献485

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部