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首页> 外文期刊>International Journal of Rock Mechanics and Mining Sciences >A method for estimating the accuracy of tunnel convergence measurements using tape distometers
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A method for estimating the accuracy of tunnel convergence measurements using tape distometers

机译:一种使用胶带测距仪估算隧道收敛测量精度的方法

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Any measurement should be known with the error it involves, because the monitored physical quantity has changed only if the amount of change is larger than the error. Error usually refers to the accuracy of measurement, defined as "the closeness of approach of a measurement to the true value of the quantity measured". A procedure to evaluate the accuracy of convergence measurements by using a distometer is proposed in this work. It estimated the accuracy in changes of line lengths as small as 0.08 mm, usually closer to 0.25 mm. This accuracy took into account only the random errors, because measurements with gross errors were previously recognized and classified as suspect, and systematic errors due to calibration and temperature changes were evaluated and corrected separately. The systematic errors resulted in being close to 1 mm each, making calibration and temperature corrections important for performing accurate measurements. The procedure applied for both three- and five-bolt sections because the triangular meshes were not needed as for the method using the control length c. Moreover, by using the control length c the measurements seemed to have a worse accuracy, even though systematic errors due to calibration and temperature were taken into account. It should be noted that the c-method supposes that all bolts lie on a plane. The measurements with the distometer for 584 lines took eight days and two workers. This technique could seem time consuming and uncomfortable, especially if compared to the use of the Total Station or the digital camera. On the other hand, its accuracy is better, having generally half the error declared for the other two techniques. This means that measurements can be repeated more frequently, and the mechanism of deformation is known sooner.
机译:任何测量都应知道所涉及的误差,因为仅当变化量大于误差时,监视的物理量才发生变化。误差通常是指测量的精度,定义为“测量方法与所测量数量的真实值的接近程度”。在这项工作中,提出了一种使用测距仪评估会聚测量准确性的程序。它估计线长变化的精度为0.08 mm,通常接近0.25 mm。这种准确性仅考虑了随机误差,因为先前已将具有严重误差的测量结果识别并归类为可疑,并且分别评估和校正了由于校准和温度变化引起的系统误差。系统误差导致每个误差接近1毫米,这使得校准和温度校正对于执行准确的测量非常重要。该程序适用于三螺栓节和五螺栓节,因为与使用控制长度c的方法一样,不需要三角网格。而且,即使考虑到由于校准和温度引起的系统误差,使用控制长度c来进行测量的准确性也较差。应该注意的是,c方法假定所有螺栓都位于一个平面上。用测距仪对584条线路进行的测量耗时8天,花费了2名工人。这项技术似乎很耗时且不舒服,特别是与使用全站仪或数码相机相比时。另一方面,它的准确性更好,通常具有其他两种技术所声明的误差的一半。这意味着可以更频繁地重复进行测量,而且变形机理也早已为人所知。

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