1. 采用压汞测孔法对高温下水泥基复合材料隙特征进行了研究。
The pore characteristics of cement-based composite material after high temperatures were investigated with MIP.

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2. 熟悉量设备装置,诸如:千分尺、标尺、形测孔规、度钻及多样化的千分表。
Must be familiar with measuring equipment such as micrometers, verniers, plug gauges, dial bores and various dial indicators.

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3. 利用底部可压的固结仪做了常规固结试验,发现试样底部压出现滞后现象。
A phenomenon is found that the pore pressure in the specimen inclines to delay.

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4. 采用X -射线衍射、差热分析、微量热计及压汞仪对公路粉煤灰水泥的水化产物、水化放热曲线、尺寸分布进行了研究。
The hydrated products and pore size distribution of high road fly ash cements were studied by means of XRD, DTA, Mercury porosimeter, etc.

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5. 本文采用数值方法模拟了一个三探头周围与内的二维可压缩非定常流场,研究了动态效应对探头绕流和测孔压力的影响,以及相应的量误差。
The 2D unsteady flow fields around a 3-hole probe head and in its pressureholes have been numerically simulated in order to investigate the dynamic effects on the probe measurement errors.

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6. 在壁上造成的间断性可以忽略不计。
The discontinuities they make in the wall are insignificant.

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7. 将待材料夹在已知径的上,然后通过较小径将一定负荷施加于织物上,于刻度指针上读取挠曲度值。
Put the material in a known test hole on the aperture, and then through a small aperture will load imposed on the fabric, for reads deflection scale pointer value.

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8. 应该足够大。
Pressure taps should be sufficiently large.

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9. 最后总结钻—电量钢筋混凝土柱中混凝土的边释放应变的关键步骤和在实际工程中应用时应该注意的事项。
In the end of the paper, the key steps to test the release strain in RC columns by boring-electrical test method and the noticeable proceeding in practical projects are summarized.

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10. 设计一套特殊厚规量两个环形凸台的距离,这两个环形凸台位于两个同心内。
The article designs a special dial thickness gauges that measures the distance between ring-steps in two concentric bores.

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11. 本文分别运用动态云纹-光弹性和电阻应变量方法研究了相邻两炮之间爆炸应变场。
The blasting strain fields between two adjacent boreholes initiated simultaneously were investigated with the dynamic moire-photoelasticity and strain gauges.

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12. 本文根据壁应力解除法获得的量应变,提出了采用最优化方法直接确定岩体的泊松比和原始地应力。
This paper proposes that Poisson's ratio of rock mass and in-situ stress are directly determined using optimization method according to measured strains obtained from bore hole stress relief process.

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13. 论述了底应力解除的原理、方法与算式,解决了绝对应力量问题。
The formulae for calculating the absolute stress, using the stress-relief method at the bottom of a hole are discussed.

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14. 试飞结果表明,机翼蒙皮直接改装压带方法均能有效量机翼表面压力分布。
The flight test results show that the Stripe-A-Tube method is as more effective as measurement that transform hole of static pressure on wing surface.

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15. 为提高数值积分精度,位置按高斯求积节点布置。
The pressure taps are arranged as the nodes of Gauss numerical integration to improve the accuracy of integral.

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16. 由无线传感器网络节点来实现深径中数据采集处理功能,以避免传统方法中存在的弊端。
Realize the function of processing data in deep hole diameter measuring by the wireless sensor network to avoid the malpractice which exists in the traditional method.

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17. 我们采用大吸附树脂法醇化三七皂甙,用比色定三七皂甙含量。
We use big hole absorb colophony, sublimate notoginsenoside, take compare color method to determine the content of notoginsenoside.

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18. 机械法是残余应力的一类方法,其中常用的有盲法、环芯法和剖分法。
Mechanical method is a category of measuring residual stress. In the category, hole-drilling method, ring-core method and dissecting method are commonly used.

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19. 把各点位置画在样板上,在点位置钻以备探头伸入内进行量。
Put the point position in the templates, in painting measuring position for drilling to probe stretch into the hole of the measurements.

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20. 在轴向压缩下,台形壳体上方形周边的应力集中问题,用光弹性方法量;关于边的最大应力分布实验及理论数据的比较。
The method of photo elasticity is discussed in measuring peripheral stress concentration of rectangular ports on the shape shell under the axial compression.

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21. 试飞结果表明,机翼蒙皮直接改装压带方法均能有效量机翼表面压力分布。
The flight test results show that the Stripe-A-Tube method is as more effective as measurement that transform hole of sta…

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22. 从日均值图上看,地震前后中国大陆科学钻探主流体值曲线存在明显的异常现象。
The daily mean variation maps show that a pronounced anomalous phenomenon existed on the curves of fluid compositions in mud of the CCSD main hole before and after the earthquakes.

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23. 从日均值图上看,地震前后中国大陆科学钻探主流体值曲线存在明显的异常现象。
The daily mean variation maps show that a pronounced anomalous phenomenon existed on the curves of fluid compositions in mud of the CCSD main hole before and after the earthquakes.

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