Using laser scanning to detect deviations of structures from their design valuesKuznetsova A.A. |
2-7 |
Survey and alignment during assembly and installation of the EBS–ESRFSerdakov L.E., Martin D., Murzincev P.P. |
2-8 |
The generality and diff erence in verifi cation schemes for the main condition of the levelVisirov Yu.V., Prusakov A.A. |
9-13 |
Achievable accuracy of an azimuth obtained at short range with use of GPS and geodetic instrumentsSholokhov A.V., Kotov N.I., Berkovich S.B., Makhaev A.Y. |
2-8 |
Refraction in bilateral trigonometric leveling. Defi nition of correctionsMozzhukhin O.A. |
8-13 |
The automated laser comparator for calibration of digital equipment levelingPrusakov A.N., Spiridonov A.I., Prusakov A.A. |
17-22 |