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Geotechnical Reconnaissance of the 2016 ML6.6 Meinong Earthquake in Taiwan
Journal
Journal of Earthquake Engineering
Journal Volume
22
Journal Issue
9
Start Page
1710
End Page
1736
ISSN
13632469
Date Issued
2018
Author(s)
Tsai, Chi-Chin
Hsu, Shang-Yi
Wang, Kuo-Lung
Yang, Hsuan-Chih
Chang, Wei-Kuang
Chen, Chia-Han
Abstract
On February 6, 2015, a local magnitude (ML) 6.6 earthquake struck southern Taiwan, devastating the Tainan area. A field investigation was conducted by a survey team from the National Center for Research on Earthquake Engineering immediately after the earthquake. This paper summarizes the observed geotechnical damage features caused by the earthquake, including liquefaction, slope sliding, levee failure, and dam performance. Several liquefaction sites were observed despite the intensity of ground shaking being moderate (peak ground acceleration, ~0.2 g). Most of these sites were originally old ponds that were backfilled during different periods in the last three to eight decades. Two significant types of damage to the levee of the Tseng-wen River were observed. At the Jianshan site, a typical type of levee damage was observed, in which the level crest subsided and the side slope developed several cracks. At the Rixin site, a flow-type of failure caused tremendous loss of levee (~400 m in total) at three adjacent locations. The levee embankments had “flowed” up to 60 m into the river. © 2018, © 2018 Taylor & Francis Group, LLC.
Subjects
Levee Failure
Liquefaction
Meinong Earthquake
Reconnaissance
Publisher
Taylor and Francis Ltd.
Type
journal article