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Vol.45, No.1, PP.001-076
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1
On The Causes of Landslides in Shinkai Village
45(1):019-026
Hung-Cheng Chang[1] [2]* Chun-Sung Chen[1] Quo-Cheng Sung[3]
* Corresponding Author. E-mail : harrychang@lidar.com.tw
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2
Applicability Study of A Slope Motion Monitor Using Video Motion Detection Technology
45(1):027-035
Shu-Min Hu Ming-Yuan Chen Chia-Ming Lo*
* Corresponding Author. E-mail : cmlo@ntu.edu.tw
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3
Spatiotemporal Landslide Activity Derived from Tree-rings: The Tieliku Mingsui Landslide, Northern Taiwan
45(1):036-048
Jeff Keck[1]* Cheng-Yang Hsiao[1] Bor-Shiun Lin[1] Ming-Hsun Chan[2] William Wright[3]
* Corresponding Author. E-mail : keckje@gmail.com
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4
Scanning Near-shore Intertidal Terrain Using Ground LiDAR
45(1):049-056
Chien-Ting Wu[1]* Ming-Cheng Chen[2] Cheng-Yang Hsiao[3]
* Corresponding Author. E-mail : kenwu@uch.edu.tw
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5
Influence of the Rainfall Parameters on the Stability of Landslide Dams
45(1):057-066
Pei-Hsun Tsai [1] Zheng-Yi Feng[2] Jian-Han Lin[1] Fan-Chieh Yu[2]
* Corresponding Author. E-mail : tonyfeng@nchu.edu.tw
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6
Impact Analysis of Earthquake-Induced Cracks in Deep Geological Repositories for Nuclear Waste Fuel
45(1):067-076
Jui-Hung Chang* Wei-Hsing Huang Jou-Jih Liao Jen-Hung Lu Bo-Sheng Jeng
* Corresponding Author. E-mail : t320001@cc.ncu.edu.tw
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7
Application of Ground LiDAR for The Investigation of Outcrop Discontinuities and Estimation of Associated Engineering Characteristics
45(1):001-018
Ji-Hao Yang[1] Meng-Chen Tsao[1] Shang-Shu Zhan[1] Liang-Ying Li[1] Tai-Tien Wang[1]* Chung-Chieh Hsu[2] Cheng-Hung Ko[3] Yi-Pin Chen[4]
* Corresponding Author. E-mail : ttwang@ntut.edu.tw
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Application of Ground LiDAR for The Investigation of Outcrop Discontinuities and Estimation of Associated Engineering Characteristics
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Ji-Hao Yang[1] Meng-Chen Tsao[1] Shang-Shu Zhan[1] Liang-Ying Li[1] Tai-Tien Wang[1]* Chung-Chieh Hsu[2] Cheng-Hung Ko[3] Yi-Pin Chen[4]

Abstract
Reliable and direct information about rock slope materials and discontinuity parameters from field investigation are keys to engineering design, structure maintenance and soil/water conservation. Under the impact of global climate change and the surge in extreme weather events, rapid and accurate equipment or procedures for geological engineering surveys are necessary to harmonize engineering facilities with natural environment. This study utilizes 3D laser scanning technology (also known as ground LiDAR), which obtains the coordinates of surface geometry rapidly in point clouds, to survey two outcrops. Applying ground LiDAR in a geological survey, we compare the results with those provided by the International Society of Rock Mechanics, and analyze the slope stability.This study also discusses the applicability and limitations of ground LiDAR technology in discontinuity investigation and estimation of rock mass engineering characteristics. Suggested operating procedures for the use of ground Li-DAR technology in outcrop surveys are provided accordingly. The results show that ground LiDAR technology reduces the in-situ operation time significantly, thus facilitating efficient discontinuity surveys and outcrop parameters evaluation. However, the quantities of office work and the accuracy of point clouds depend on the velocity and accuracy of ground LiDAR surveys. Therefore, inspection of survey results and output parameters, along with the application and operating specifications of geological surveys, including point cloud resolution, reasonable error of superimposition,inspection procedures and data analysis, still await further research.
Key Words : Rock engineering, highway slope, site investigation, rock discontinuities, engineering parameter estimation,LiDAR.
〔1〕Institute of Mineral Resources Engineering, National Taipei University of Technology, Taipei, Taiwan, R.O.C
〔2〕Department of Civil and Engineering Management, National Quemoy University, Quemoy, Taiwan, R.O.C.
〔3〕Chung Hsing Surveying Co., Ltd., Taichung, Taiwan, R.O.C.
〔4〕Taiwan Instrument Co., Ltd., Taipei, Taiwan, R.O.C.
* Corresponding Author. E-mail : ttwang@ntut.edu.tw
Received: 2013/06/08
Revised: 2013/07/08
Accepted: 2013/08/02
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