吉林大学学报(工学版) ›› 2013, Vol. 43 ›› Issue (06): 1607-1614.doi: 10.7964/jdxbgxb201306028

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Control surveying of rock mass slope and orientation validation measurement of discontinuities based on reflectorless total station instrument

WANG Feng-yan1,2, HUANG Run-qiu2, CHEN Jian-ping3, YANG Guo-dong1, NIU Xue-feng1, HAN Dong-liang1, MA Li-xia4   

  1. 1. College of Geo-Exploration Science and Technology, Jilin University, Changchun 130026, China;
    2. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China;
    3. College of Construction Engineering, Jilin University, Changchun 130026, China;
    4. The City College of Jilin Architecture University, Changchun 130111, China
  • Received:2013-04-01 Online:2013-11-01 Published:2013-11-01

Abstract:

Yangjiagou Quarry slope situated in Changchun was selected as subject investigated. The layout and selection rules of control points, polar coordinate measurement with reflectorless Total Station Instrument(TSI) and the position precision assessment based on error theory were studied in control surveying. Also, the 3 D coordinates and precision indices of slope control points were obtained. Furthermore, the control point results were applied to 3 D slope modeling and position precision of the models was assessed. For orientation validation measurement, a set of points not on the same line of slope discontinuities were measured with reflectorless TSI. Using spatial geometry and azimuth concepts, an orientation calculation model based on spatial coordinates was established and discontinuity orientations were obtained. Orientation measurements of four-point method with reflectorless TSI were compared with that of three-point method with reflectorless TSI and compass measurements, the results shows that the four-point method is effective and reliable. Thus, orientations obtained with four-point method were served as the standard to compare with ones interpreted from 3 D slope model with digital close range photogrammetry(DCRP) for the steep slope and the orientation measurement precision of discontinuities based on DCRP were evaluated. This study demonstrates the feasibility of rock mass slope control surveying with reflectorless TSI, the accuracy of 3 D slope modeling and the reliability of orientation information acquisition of discontinuities with DCRP.

Key words: engineering survey technology, digital close range photogrammetry, control surveying, orientation measurement, reflectorless total station instrument, rock mass slope

CLC Number: 

  • TU452

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