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The results are according with the theory analyze and experiment by monochromator.

完成了温度/应变传感实验,得到了与理论分析和双单色仪测量一致的结果。

The apparatus for static and dynamic universal triaxial and torsional shear soil testing is employed to perform stress-controlled cyclic coupled vertical and torsional shear test by different cyclic stress paths. Through a series of tests on saturated clay, the dynamic deformation, stress-strain relationship and dynamic strength are systematically investigated under rotation of principal stress axes.

针对饱和黏土,利用土工静力-动力液压三轴-扭转多功能扭剪仪进行了均等固结下的耦合循环剪切试验,着重研究了不同循环应力路径对应力-应变关系和强度特性的影响。

Ultramicrohardness testing was employed to measure the hardness of the matrix in a hotextruded SiCp/LD2 composite for characterizing the law of distribution of thermal residual strain in the matrix.

用超显微硬度仪测试了热挤出态的SiCp/LD2复合材料中基体微区的硬度,用于表征材料基体中的热残余应变分布规律。

Triaxial instrument is one kind of basic science research apparatuses. It aims at studying earth stress-strain analysis.

三轴仪是为研究土的应力—应变关系而设计开发出的一种基础科学试验仪器。

One-dimensional unloading tests were carried out on saturated muddy clay samples from Shanghai by means of routine compressometer. Stress-strain relationship and time-dependency properties of rebound deformation and rebound modulus of muddy clay samples were obtained.

利用常规压缩仪对上海饱和淤泥质软土进行一维分级卸载实验,得到淤泥质黏土在卸载作用下的应力应变关系,及回弹变形与回弹模量的时效性规律。

In order to unsterdand the properties of rebound and recompression, this study carried out oedometer tests for six soft clays with three surcharge ratios to simulate surcharging. Properties analyzed in this thesis include: 1 post–surcharge secant secondary compression index; 2 amended post- surcharge secant secondary compression index in which the time starts from load application; 3 time at which secondary compression reappears; 4 post-surcharge secondary compression strain rate.

为探讨软弱粘土於超载移除后的回胀与再压缩性质,本研究利用传统单向度压密试验仪对六种土样分别进行三种超载比的超载单向度压密试验,并分析所得结果,分析方法包括:1评估后超载割线二次压缩指数;2评估修正后超载割线二次压缩指数,将后超载的时间原点改为由加载起始时起算;3评估二次压缩再现时间与超载比的关系;4评估后超载二次压缩应变速率之特性。

The variation process of pore air pressure and pore water pressure of samples at several states, such as primitive consolidation, as well as collapse state, are tested, respectively.

通过用改装的应力-应变控制式三轴仪,对等应力比条件下的非饱和原状黄土进行了&分级浸水&,同时测试了试样在初始、加压固结和浸水湿陷几个状态下孔隙气压力和孔隙水压力的变化过程。

Besides, the vibrations of the valve body and poppet induced by the cavitating flow are detected using vortex displacement transducer, laser displacement meter and digital strain device.

实验同时采用涡流式位移传器,激光位移器和数字应变测量仪等构成的检测系统,研究了气穴流场诱发的阀体与阀芯振动。

Using dual energy X-ray bone density instrument XR-36 model to detect the bone mineral density of the left femur of the rats. Using the strain test system, we examined the biomechanics index according the tension and three-spot bending test; we also examined the bone calcium of the lumbar vertebra through plasma emission spectroscopy . We examined the serum calcium and magnesium by using the nomal biomechanics method,and examined the serum acid phosphatase and osteocalcin by using the Elisa method.

使用NORLAND公司XR-36型双能X线骨密度仪,采用小动物骨密度测定软件,测定大鼠左后肢股骨的骨密度;使用应变测试系统,按股骨拉伸和三点弯曲试验,测定股骨生物力学指标;以等离子体发射光谱法测定腰椎骨骨钙含量;以常规生化法测定血清钙、镁含量及血清酸性磷酸酶含量;以Elisa法测定骨钙素含量。

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