2018, 37(1) 309-315 DOI:   10.3969/j.issn.1004-5589.2018.04.031  ISSN: 1004-5589 CN: 22-1111/P

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Keywords
control survey
digital photogrammetry
total station vertical distance measurement
traverse survey
GPS-RTK surveying
Authors
HU Han
WANG Feng-yan
WANG Ming-chang
LU Li-ji
LI Qi-yuan
PubMed
Article by Hu H
Article by Wang F
Article by Wang M
Article by Lu L
Article by Li Q

Control survey for rock discontinuity information acquisition by digital photogrammetry

HU Han, WANG Feng-yan, WANG Ming-chang, LU Li-ji, LI Qi-yuan

College of Geo-exploration Science and Technology, Jilin University, Changchun 130026, China

Abstract��

Taking the abandoned quarry near Jingyuetan in Changchun City, Jilin as the research object, the control measurement of slope structural plane information collection based on digital photogrammetry has been carried out.The classification layout method of control measurement is as shown in the following:the first level of plane control uses the first-order traverse survey; elevation control uses the total station to the triangle elevation method and the total station vertical distance measurement method.By comparing the results of the two methods, it is found that in some areas with large terrain ups and downs, the total station vertical distance measurement method can meet the accuracy of elevation control measurement, and it is convenient and quick.At the same time, the application of GPS-RTK control measurement in digital photogrammetry is discussed.Secondary slope control uses spatial polar coordinate measurement method. By controlling the measurement, it is possible to provide accurate and reliable benchmarks for photogrammetric acquisition of slope structural plane information.

Keywords�� control survey   digital photogrammetry   total station vertical distance measurement   traverse survey   GPS-RTK surveying  
Received 2017-02-20 Revised 2017-11-02 Online:  
DOI: 10.3969/j.issn.1004-5589.2018.04.031
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Corresponding Authors:
Email: wangfy@jlu.edu.cn
About author:

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