In this study, the method to measure effectively the ground surface displacement of slope was proposed using the Laser Distance Measurer (LDM). Applying the proposed technique is more simple and easier than the complicated and high-priced instrument to measure the ground surface displacement. LDM is an instrument that the red laser aimed at the target and then the reflected laser used for calculating the distance. The advantages of LDM are easy operating method, high measurement precision and lower in price. To check the feasibility, the proposed method applied to the real site that the ground surface displacement of slope was occurred continuously. The ground surface displacements were occurred in various points of the natural and cut slopes located at the lower part of coal mine waste heap due to the load of waste heap. To measure directly the ground surface displacement in this site, 6 measurement sections and 26 measurement points were selected. As the result of the displacement measured by the proposed technique within a certain period time, the accumulative ground surface displacement could be measured as well as the velocity of displacement could be estimated. Also, the progress direction of ground surface displacement can be confirmed and predicted through the analysis of all measured result.
[1]
Hoonyol Lee,et al.
Development a GB-SAR (I) : System Configuration and Interferometry
,
2007
.
[2]
Gam-Lae Kim,et al.
The Development of Deformation System for Structure Using Laser Beam
,
1999
.
[3]
N. Casagli,et al.
Landslide monitoring by using ground-based SAR interferometry: an example of application to the Tessina landslide in Italy
,
2003
.
[4]
Dario Tarchi,et al.
Temporal analysis of a landslide by means of a ground-based SAR Interferometer
,
2003,
IEEE Trans. Geosci. Remote. Sens..
[5]
Deodato Tapete,et al.
Terrestrial laser scanning for rockfall stability analysis in the cultural heritage site of Pitigliano (Italy)
,
2013,
Landslides.
[6]
Masahiro Chigira,et al.
Using an airborne laser scanner for the identification of shallow landslides and susceptibility assessment in an area of ignimbrite overlain by permeable pyroclastics
,
2004
.
[7]
정진호,et al.
지진규모를 고려한 방파제 특성에 관한 연구
,
2014
.
[9]
Won-Pyo Hong,et al.
Behavior and analysis of stabilizing piles installed in a cut slope during heavy rainfall
,
2012
.
[10]
최영철,et al.
대심도 연약지반에 설치된 라멘 구조물의 시공 및 보강사례
,
2014
.