Study on the slope stability parameters -Illustrations of Jiu-Fen and Alishan Mountain area-
碩士 === 國立屏東科技大學 === 水土保持系所 === 101 === There are 73 percent of hill slopes land in Taiwan becomes an unavoidable problem. We discussed landslide events happened at Alishan (Woo- wan-chai) and Jiufen area. We used field surveys and combined with PLAXIS and STABL softwares as the research method, and...
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ndltd-TW-101NPUS50800142016-12-22T04:18:37Z http://ndltd.ncl.edu.tw/handle/18711518917355161181 Study on the slope stability parameters -Illustrations of Jiu-Fen and Alishan Mountain area- 邊坡穩定參數之研究 -以九份及阿里山地區為例- Zhang, Wen-Yan 張文彥 碩士 國立屏東科技大學 水土保持系所 101 There are 73 percent of hill slopes land in Taiwan becomes an unavoidable problem. We discussed landslide events happened at Alishan (Woo- wan-chai) and Jiufen area. We used field surveys and combined with PLAXIS and STABL softwares as the research method, and under the influence of normal days, earthquakes, and heavy rains to comparing the safety factor with the rule 73 of Technical Specifications of Soil and Water Conservation. The analysis result of Jiufen indicates that slide maximum displacement shows up on Qingbian road which fits with field survey; and Janbu circular failure surface of the M sliding block, the results close to the monitoring trends of slide depth. Another maximum displacement occurred at Woo- wan-chai is on the fifth curve of upper slope, almost matching B-3 monitoring data. This study attempts to simulate the different slopes which can matching with the monitoring results and software analysis. The related research could be provided reasonable forewarning management values in the future. Lee, Chin-Yu 李錦育 2013 學位論文 ; thesis 112 zh-TW |
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碩士 === 國立屏東科技大學 === 水土保持系所 === 101 === There are 73 percent of hill slopes land in Taiwan becomes an unavoidable problem. We discussed landslide events happened at Alishan (Woo- wan-chai) and Jiufen area. We used field surveys and combined with PLAXIS and STABL softwares as the research method, and under the influence of normal days, earthquakes, and heavy rains to comparing the safety factor with the rule 73 of Technical Specifications of Soil and Water Conservation. The analysis result of Jiufen indicates that slide maximum displacement shows up on Qingbian road which fits with field survey; and Janbu circular failure surface of the M sliding block, the results close to the monitoring trends of slide depth. Another maximum displacement occurred at Woo- wan-chai is on the fifth curve of upper slope, almost matching B-3 monitoring data. This study attempts to simulate the different slopes which can matching with the monitoring results and software analysis. The related research could be provided reasonable forewarning management values in the future.
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author2 |
Lee, Chin-Yu |
author_facet |
Lee, Chin-Yu Zhang, Wen-Yan 張文彥 |
author |
Zhang, Wen-Yan 張文彥 |
spellingShingle |
Zhang, Wen-Yan 張文彥 Study on the slope stability parameters -Illustrations of Jiu-Fen and Alishan Mountain area- |
author_sort |
Zhang, Wen-Yan |
title |
Study on the slope stability parameters -Illustrations of Jiu-Fen and Alishan Mountain area- |
title_short |
Study on the slope stability parameters -Illustrations of Jiu-Fen and Alishan Mountain area- |
title_full |
Study on the slope stability parameters -Illustrations of Jiu-Fen and Alishan Mountain area- |
title_fullStr |
Study on the slope stability parameters -Illustrations of Jiu-Fen and Alishan Mountain area- |
title_full_unstemmed |
Study on the slope stability parameters -Illustrations of Jiu-Fen and Alishan Mountain area- |
title_sort |
study on the slope stability parameters -illustrations of jiu-fen and alishan mountain area- |
publishDate |
2013 |
url |
http://ndltd.ncl.edu.tw/handle/18711518917355161181 |
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