A Conceptual Model for the Previous Evolution of a Large Scale landslide-The Luchang Case as an Example.

碩士 === 國立交通大學 === 土木工程系所 === 104 === It is important to investigate the potential for large-scale landslides for natural geo-hazard mitigation. Previous studies on this issue were majorly to identify potential landslide sites, to understand failure mechanism and to predict possible failure time. A...

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Main Authors: Wei,Ting-Hua, 韋廷樺
Other Authors: Pan,Yii-Wen
Format: Others
Language:zh-TW
Published: 2016
Online Access:http://ndltd.ncl.edu.tw/handle/j63acj
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spelling ndltd-TW-104NCTU50151012019-05-15T23:09:04Z http://ndltd.ncl.edu.tw/handle/j63acj A Conceptual Model for the Previous Evolution of a Large Scale landslide-The Luchang Case as an Example. 大規模崩塌地形衍育概念模型-鹿場案例 Wei,Ting-Hua 韋廷樺 碩士 國立交通大學 土木工程系所 104 It is important to investigate the potential for large-scale landslides for natural geo-hazard mitigation. Previous studies on this issue were majorly to identify potential landslide sites, to understand failure mechanism and to predict possible failure time. A hillslope with a potential for large-scale landslide could experience a series of geomorphological evolution in the past resulting from previous landslides and subsequent runout. Through exploring the past geomorphological evolution of a potential large-scale landslide site, it can be beneficial for a better understanding of the site condition at present, and can be helpful for predicting the potential slope failure in the future. A site in Luchang (in Miaoli County, Taiwan) is taken as a case study for studying the geomorphological evolution of a hillslope with large-scale landslide potential. This hillslope contains obvious scarps and thick colluvium which show evident signs of large-scale landslide in the past. Starting with a comprehensive site investigation, this thesis constructs the geological model of the studied area and proposes a conceptual model of geomorphological evolution at this site. Successively, a series of slope stability analysis under various scenarios and subsequent run-out simulation are conducted to support the possibility of the conceptual model of geomorphological evolution. With an initial convex ground surface, the hillslope first experienced a couple times of large-scale plane failure and its following runout. After the scarp retreated to near the axis of anticline, the mechanism of slope failure turned from plane sliding to lasting rockfalls; talus was thus formed under the scarp. Eventually, the hillslope turned into its current landform. This study simulated the evolution process of this hillslope stage by stage. The results of the numerical simulations demonstrate that each process in the conceptual model is possible in mechanics and kinematics. Pan,Yii-Wen 潘以文 2016 學位論文 ; thesis 130 zh-TW
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description 碩士 === 國立交通大學 === 土木工程系所 === 104 === It is important to investigate the potential for large-scale landslides for natural geo-hazard mitigation. Previous studies on this issue were majorly to identify potential landslide sites, to understand failure mechanism and to predict possible failure time. A hillslope with a potential for large-scale landslide could experience a series of geomorphological evolution in the past resulting from previous landslides and subsequent runout. Through exploring the past geomorphological evolution of a potential large-scale landslide site, it can be beneficial for a better understanding of the site condition at present, and can be helpful for predicting the potential slope failure in the future. A site in Luchang (in Miaoli County, Taiwan) is taken as a case study for studying the geomorphological evolution of a hillslope with large-scale landslide potential. This hillslope contains obvious scarps and thick colluvium which show evident signs of large-scale landslide in the past. Starting with a comprehensive site investigation, this thesis constructs the geological model of the studied area and proposes a conceptual model of geomorphological evolution at this site. Successively, a series of slope stability analysis under various scenarios and subsequent run-out simulation are conducted to support the possibility of the conceptual model of geomorphological evolution. With an initial convex ground surface, the hillslope first experienced a couple times of large-scale plane failure and its following runout. After the scarp retreated to near the axis of anticline, the mechanism of slope failure turned from plane sliding to lasting rockfalls; talus was thus formed under the scarp. Eventually, the hillslope turned into its current landform. This study simulated the evolution process of this hillslope stage by stage. The results of the numerical simulations demonstrate that each process in the conceptual model is possible in mechanics and kinematics.
author2 Pan,Yii-Wen
author_facet Pan,Yii-Wen
Wei,Ting-Hua
韋廷樺
author Wei,Ting-Hua
韋廷樺
spellingShingle Wei,Ting-Hua
韋廷樺
A Conceptual Model for the Previous Evolution of a Large Scale landslide-The Luchang Case as an Example.
author_sort Wei,Ting-Hua
title A Conceptual Model for the Previous Evolution of a Large Scale landslide-The Luchang Case as an Example.
title_short A Conceptual Model for the Previous Evolution of a Large Scale landslide-The Luchang Case as an Example.
title_full A Conceptual Model for the Previous Evolution of a Large Scale landslide-The Luchang Case as an Example.
title_fullStr A Conceptual Model for the Previous Evolution of a Large Scale landslide-The Luchang Case as an Example.
title_full_unstemmed A Conceptual Model for the Previous Evolution of a Large Scale landslide-The Luchang Case as an Example.
title_sort conceptual model for the previous evolution of a large scale landslide-the luchang case as an example.
publishDate 2016
url http://ndltd.ncl.edu.tw/handle/j63acj
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