Geotechnical Reconnaissance of the 2016 ML6.6 Meinong Earthquake in Taiwan. Issue 9 (21st October 2018)

• Record Type: Journal Article
• Authors: Tsai, Chi-Chin; Hsu, Shang-Yi; Wang, Kuo-Lung; Yang, Hsuan-Chih; Chang, Wei-Kuang; Chen, Chia-Han; Hwang, Yu-Wei
• Is Part Of: Journal of earthquake engineering. Volume 22:Issue 9(2018)
• Page Start: 1710
• Page End: 1736
• Publication Date: 2018-10-21
• Subjects: Reconnaissance -- Liquefaction -- Levee Failure -- Meinong Earthquake; Earthquake engineering -- Periodicals; 624.1762
• DOI: 10.1080/13632469.2017.1297271
• Languages: English
• ISSNs: 1363-2469

Abstract

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.