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- 저자 : Hsiao-jung Li (검색결과 2 건)
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The Feminisation of Primary Teaching in Taiwan
Hsiao-jung Li 숙명여자대학교 아시아여성연구원 2014 Asian Women Vol.30 No.1
This article examines the feminisation of primary teaching in Taiwan by drawing on statistical data, official documents, and findings of local Taiwanese research and my own ethnographic study. Firstly, state policies targeted at reforming the educational system and teacher training contribute to the substantial entry of women into primary teaching training and the teaching profession. Secondly, my research evidence suggests that cultural contexts, including gender norms, teaching as a career conforming to feminine attributes, men leaving teaching, women’s increasing independence, and constructing primary teaching as women’s work underpin the feminisation of primary teaching.
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Evolution of Multi-temporal Landslides at Luhu, Miaoli County, Taiwan
( Che-ming Yang ),( Keng-hao Kang ),( Kuo-wei Li ),( Hui-jung Wang ),( Ching-ping Hsiao ),( Jyh-jong Liao ),( Yii-wen Pan ) 대한지질공학회 2019 대한지질공학회 학술발표회논문집 Vol.2019 No.2
A deep-seated landslide took place in Luhu, Miao-Li, Taiwan during intermittent rainfall in April 2018; initially, there were successive rock falls and gully erosion then leaded to a deep-seated landslide failure eventually. This study aims to understand the failure mechanism and the process of deep-seated failure. The study site is a steep anaclinal slope consisting of the Miocence Shihti Formation with thick sandstone, interbedded of sandstone and shale. We collected multi-temporal ortho-images and digital elevation (surface) models from 1980 to 2019 for geological investigation, geomorphological interpretation and numerical simulation. The images reveal several slope failures at 1998, 2003, 2005, 2009, 2015, 2017 and 2018 with various volume and failure types. The study area contains three sub-regions: the north, the northwest and the southwest slopes. The slope failure occurred repeatedly inside the north and the northwest slopes in the early stage. Gully erosion in the southwest slope progressed to a landslide on April 5, 2018 first and expanded to cover the deep-seated landslide failure in the northwest slope eventually; the slope failure resulted in a natural dam. After the landslide, several open cracks appeared near to the crown. The estimated maximum thickness, area and volume of the deep-seated landslide are ~60 m, 65,000 m2 and ~2 Mm3, respectively. Based on these results, we also performed a series of numerical simulation using the software RAMMS to interpret the run out and the deposition of this landslide case.
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