Ground damage during large earthquakes: liquefaction and slope collapse

0Citations
Citations of this article
2Readers
Mendeley users who have this article in their library.
Get full text

Abstract

Since the authors have already clarified the mechanism of liquefaction on the alluvium sedimentary ground and presented the results for 3rd Geotech-Hanoi 2016 and 15th WCEE, they tried to investigate the landsides on a gradual slope and the mountainous slope collapse covered with volcanic ash in Sulawesi Earthquake and Hokkaido Iburi East Earthquake in 2018. They found that the landslides and the slope collapse during earthquake happen based on the excess pore water pressure by a series of shear waves within the soft layers and on the high excess pore water pressure of a moment by impact waves in the vertical seismic waves. These phenomena were analyzed from the site photographs and the past knowledge of the authors.

Cite

CITATION STYLE

APA

Shioi, Y., & Hashizume, Y. (2020). Ground damage during large earthquakes: liquefaction and slope collapse. In Lecture Notes in Civil Engineering (Vol. 62, pp. 901–908). Springer. https://doi.org/10.1007/978-981-15-2184-3_117

Register to see more suggestions

Mendeley helps you to discover research relevant for your work.

Already have an account?

Save time finding and organizing research with Mendeley

Sign up for free