Meei-Ling Lin

Prof. Meei-Ling Lin


Research Focus & Metrics

Academic Career Length

18Years (2009-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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19 December 2013 in Remote Sensing
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Journal Article
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MLMeei-Ling Lin
Meei-Ling Lin
TCTe-Wei Chen
Te-Wei Chen
CLChing-Weei Lin
Ching-Weei Lin
DHDia-Jie Ho
Dia-Jie Ho
KCKeng-Ping Cheng
Keng-Ping Cheng
MCMei-Chen Chen
Mei-Chen Chen
Large-scale landslides often cause severe damage to lives and properties; therefore, their identification is essential in order to adopt proper mitigation measures. The objective of this study was to set up a methodological approach to help identify large-scale landslides using Lidar data, aerial photos and field investigation. The selected study areas were the Namasha and Liuoguey Areas in Kaohsiung City, Taiwan, both of which were severely hit by the Typhoon Morakot in 2009. The identification of large-scale landslides was performed based on Lidar high-resolution topographic information. The linear structures were mapped according to the shading map, with aspect in different azimuth to show good details of the structures. The scarps of the landslides were also identified. Validation of the results was done using both aerial photos and field investigations. In addition, stability analyses were performed on designated cases to further validate the results of Lidar identification.

27 October 2021 in Applied Sciences
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Journal Article
Open access
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MLMeei-Ling Lin
Meei-Ling Lin
YCYen-Cheng Chen
Yen-Cheng Chen
YTYao-Hsien Tseng
Yao-Hsien Tseng
KCKuo-Jen Chang
Kuo-Jen Chang
KWKuo-Lung Wang
Kuo-Lung Wang
The deep-seated landslide in the Lantai area, Taiwan, has a long history of landslide activity and often damages the sole access road to the Tai-Ping Mountain National Forest Recreation Area. This study adopted the high-resolution digital terrain model (DTMH) derived from UAV mounted LiDAR point cloud data for mapping geological structures and verified through field investigation. A slope model was proposed with mapped geological structures and shear zone, and numerical analysis was conducted using finite difference analysis. The failure mechanism was found to be significantly affected by the shear zone bounded by geological structures, which would not have been uncovered without the high-resolution DTM (DTMH). The resulting landslide behavior consisted well with mapped scarp, borehole data, and conformed with the event records. These results provided vital information supporting hazard mitigation strategy.

4 January 2015
Verified
Book Chapter
Closed access
PDF file
KWKuo-Lung Wang
Kuo-Lung Wang
MLMeei-Ling Lin
Meei-Ling Lin
JLJun-Tin Lin
Jun-Tin Lin
SHSsu-Chung Huang
Ssu-Chung Huang
RLRay-Tang Liao
Ray-Tang Liao
CCChao-Wei Chen
Chao-Wei Chen