一室四腔刚-柔加载机构真三轴仪的改进与强度试验——西安理工大学真三轴仪

邵生俊; 许萍; 邵帅; 陈菲

doi:10.11779/CJGE201709004

一室四腔刚-柔加载机构真三轴仪的改进与强度试验——西安理工大学真三轴仪 English Version

邵生俊^{1, 2},
许萍^{2, 3},
邵帅¹,
陈菲¹

1. 西安理工大学土木学院岩土工程研究所,陕西西安 710048;
2. 陕西省黄土力学与工程重点实验室,陕西西安 710048;
3. 西安理工大学水利水电学院,陕西西安 710048

基金项目: 国家自然科学基金项目（41272320,11572245）; 西安理工大学校科技创新计划（104-451016029）; 校博士启动金项目（104-2560816023）; 院开放基金项目（2016ZZKT-31）

详细信息

作者简介:
邵生俊(1964- ),男,教授,博士生导师,主要从事土动力学与黄土力学的教学和科研。E-mail：sjshao@xaut.edu.cn。

中图分类号: TU43
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出版历程
- 收稿日期: 2016-06-05
- 发布日期: 2017-09-24

Improvement and strength testing of true tri-axial apparatus with one chamber and four cells and rigid-flexible-flexible loading boundary mechanism—True triaxial apparatus developed in Xi'an University of Technology

SHAO Sheng-jun^{1, 2},
XU Ping^{2, 3},
SHAO Shuai¹,
CHEN Fei¹

1. Institute of Geotechnical Engineering, Xi’an University of Technology, Xi'an 710048, China;
2. Shaan'xi Key Laboratory of Loess Mechannics and Engineering, Xi'an 710048, China;
3. Institute of Water Resources and Hydro-Electric Engineering, Xi'an University of Technology, Xi'an 710048, China

摘要

摘要: 土的真三轴仪是研究不同应力路径等复杂应力条件下土力学性质的重要仪器。与国内外已有真三轴仪的加载机构比较,西安理工大学真三轴仪具有一室四腔、竖向和水平面内正交两向分别呈刚性和柔性加载机构的特征。试样的竖向采用刚性板加载,侧向正交双轴分别采用两组内置于压力腔的液压囊加载。针对试样上下端部刚性板的约束作用,增大了试样的竖向尺寸,研制了高宽比为2∶1的压力室;针对立方体试样侧面正交双轴的液压囊体积变化量测侧向变形的不足,研制了穿越液压囊的变形量测机构;针对自动控制系统信号波动变化较大,稳定性差等不足,开发了自动控制系统及多种应力路径和控制方式的控制程序。通过饱和砂土、非饱和土和原状黄土的试验,测试了各种土的强度变化规律,验证了改进真三轴仪的性能。
- 真三轴试样 /
- 真三轴压力室 /
- 侧向变形量测 /
- 控制系统 /
- 试验验证
Abstract: The true triaxial apparatus is an important instrument, which is usually emplyed to investigate the mechanical characteristics of soils under complicated stress conditions. The new true triaxial apparatus, developed in Xi’an University of Technology, is of the rigid-flexible-flexible loading boundary system, which is different from the rigid, flexible and rigid-rigid-flexible complex loading systems at home and abroad. The chamber of true triaxial apparatus includes four cells, in which the liquid bags face two groups of orthogonally lateral surfaces of cubic specimen and top and bottom rigid plates. In the vertical direction the normal stress acts on the ends of the cubic specimen. In the two orthogonal directions, two normal stresses are applied to the lateral surfaces of the cubic specimen. To eliminate the restraint of the top and bottom plates, the height of sample increases. Accordingly, the ratio of height to width of specimen is 2∶1. To measure directly the lateral deformation of the sample in orthogonal biaxial directions, a measurement element is developed by a smooth connect pole passing through the liquid bags. To reduce the fluctuation of loading signals, an automatic control system including automatic control circuit board and control program is developed by the developing software. The strength laws of saturated sand, unsaturated soil and intact loess are investigated by the true triaxial tests. The improved true triaxial apparatus is verified by the experiments of different soils.
- true triaxial sample /
- true triaxial pressure chamber /
- lateral deformation measurement /
- control system /
- experimental verification

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参考文献(18)

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