The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences
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Articles | Volume XLII-3/W4
https://doi.org/10.5194/isprs-archives-XLII-3-W4-211-2018
https://doi.org/10.5194/isprs-archives-XLII-3-W4-211-2018
06 Mar 2018
 | 06 Mar 2018

EVALUATING MOBILE LASER SCANNING FOR LANDSLIDE MONITORING

N. A. Fuad, A. R. Yusoff, M. P. M. Zam, A. Aspuri, M. F. Salleh, Z. Ismail, M. A. Abbas, M. F. M. Ariff, K. M. Idris, and Z. Majid

Keywords: Mobile Laser Scanning, Landslide, Mapping, Monitoring, Accuracy

Abstract. Landslide is one of the natural disasters that give a huge impact to human life and social-economic development. Landslide needs to be monitored periodically in order to avoid loss of human life and damages of properties. Various methods have been used for monitoring landslide. This aim of the research is to evaluate the potential of mobile laser scanning technique for monitoring of landslide area. The objectives of the research are to acquire three-dimensional surface data of landslide area in different epochs and to analyze the movement of the landslide area using three-dimensional surface deviation and ground surveying techniques. The methodology begins with the GPS survey for the establishment of ground control points for the project area. The total station survey was then carried out to measure the three-dimensional coordinates of twenty well distributed targets located at the project area. The data collection phase was then continuing with the mobile laser scanning survey. The processing of the two epochs data acquired from both techniques was then carried out simultaneously and the methodology concluded with the output comparison analysis for the movement detection of the land slip. The finding shows that the mobile laser scanning provides fast and accurate data acquisition technique of the landslide surface. The surface deviation analysis of the two epochs laser scanning data was capable to detect the movement occurred in the project area. The results were successfully evaluated using the changes of the three-dimensional coordinates of the targets from the two epoch’s ground surveying data.