Typical landslides and related mechanisms in Ali Mountain highway induced by typhoon Morakot: Perspectives from engineering geology

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Title:	Typical landslides and related mechanisms in Ali Mountain highway induced by typhoon Morakot: Perspectives from engineering geology
Authors:	董家鈞;Liu, Chia-Nan;Dong, Jia-Jyun;Chen, Chi-Jen;Lee, Wei-Fong
Contributors:	地球科學學院應用地質研究所
Keywords:	Agriculture;Civil Engineering;Damage;Debris flow;Earth and Environmental Science;Earth Sciences;Engineering geology;Failure;Geoengineering;Geography;Geological structures;Geology;Highways;Hydrogeology;Landslides;Landslides & mudslides;Mountains;Natural Hazards;Recent Landslides;Roads & highways;Summaries;Typhoons
Date:	2012-06-01
Issue Date:	2026-04-23 15:02:09 (UTC+8)
Publisher:	Springer Verlag;Berlin/Heidelberg: Springer-Verlag
Abstract:	摘要： Typhoon Morakot caused serious damage to southern Taiwan. Almost all major mountain highways located in the affected region suffered severe damage from landslides, rock falls, and debris flows. Among these highways, Ali Mountain Highway is one of the most severely affected. Ali Mountain Highway, i.e., T18 route, was constructed in the early 1980s. For the past 30 years of operation, it has suffered substantial damage from different natural hazards. The continued damage–rehabilitation cycle is implemented to maintain the serviceability of this highway. Ali Mountain Highway was seriously damaged by the strike of typhoon Morakot on August 8, 2009. Traffic through this highway was interrupted for over 3 months until temporary rehabilitation was completed. This paper provides a summary of the damage suffered along the Ali Mountain Highway and presents suggestions for mitigation strategies to minimize the likelihood of similar levels of damage during other extreme typhoons such as the typhoon Morakot. The manuscript summarizes extensive field surveys and aerial photo analysis carried out by the authors to investigate the mechanisms of typical slope failures along the Ali Mountain Highway. The engineering geology perspectives are emphasized in the analyses. Geological and hydrogeological features for the sites in this study were found to be the most influential factors dominating the failures. The fault-related weak zones and impermeable layers dominated the global stability of the slopes. In summary, geotechnical engineers should consider carefully the characteristics of geological structures for mitigation and rehabilitation of landslides. Extreme scenarios, such as typhoon Morakot, should also be considered. 其他題名： Landslides 出版者： Berlin/Heidelberg: Springer-Verlag 出版日期： 2012-06 出處： Landslides, 2012-06, Vol.9 (2), p.239-254 資源來源： Agricultural & Environmental Science Collection 版權： Springer-Verlag 2011 版權： Springer-Verlag 2012 識別號： ISSN: 1612-510X 識別號： EISSN: 1612-5118 識別號： DOI: 10.1007/s10346-011-0298-0
Appears in Collections:	[Graduate Institute of Applied Geology] journal & Dissertation

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