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  4. Failure mechanism of a mudstone slope embedded with steep anti-dip layered sandstones: case of the 2016 Yanchao catastrophic landslide in Taiwan
 
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Failure mechanism of a mudstone slope embedded with steep anti-dip layered sandstones: case of the 2016 Yanchao catastrophic landslide in Taiwan

Journal
Landslides
Journal Volume
16
Journal Issue
11
Start Page
2233
End Page
2245
ISSN
1612510X
Date Issued
2019
Author(s)
Lin, Cheng-Han
Hung, Ching
MENG-CHIA WENG  
Lin, Ming-Lang
Uzuoka, Ryosuke
DOI
10.1007/s10346-019-01250-3
URI
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85070310302&doi=10.1007%2Fs10346-019-01250-3&partnerID=40&md5=7fababc32e304fa114195a52e37432d7
https://scholars.lib.ntu.edu.tw/handle/123456789/736737
Abstract
On September 28, 2016, the torrential rainfall carried by Typhoon Megi induced a catastrophic mudstone landslide in the Yanchao District of Kaohsiung City, Taiwan. The total volume of the sliding mass was approximately 8700 m3, which blocked an industrial road and displaced a duplex house in the downslope, leading to three deaths. Unprecedentedly, the 2016 Yanchao landslide was large and quickly raised public awareness regarding the possibility of large landslides that could occur in the nearby mudstone areas. Based on field surveys, topographic and geological maps, unmanned aerial vehicle (UAV) photography, and remote-sensing imagery, the failure mechanism of the 2016 Yanchao landslide is described in this study. The results revealed that steep anti-dip layered sandstones embedded with the mudstones play a critical role in large, rainfall-induced landslides. In the case of Yanchao landslide, the bedding joint between two formations was associated with the runoff infiltrating the low permeability mudstone. The kinematic process of the landslide consisted of two phases: a circular failure in the lower formation (alternation of mudstone and sandstone) and the subsequent regressive failure in upper formation (thick sandstone interbedded with mudstone). This study discloses the role of steep anti-dip layered sandstone influencing mudstone slope failure behaviors and presents a preliminary guide for assessing large, rainfall-induced landslides in mudstones. The results could also provide useful information for calibrating the numerical modeling of large landslides that may occur in the mudstone area in the future. © 2019, Springer-Verlag GmbH Germany, part of Springer Nature.
Subjects
Failure mechanism
Landslide
Mudstone slope
Steep anti-dip layered sandstones
Publisher
Springer
Type
journal article

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