학술논문

Liquefaction at strong motion stations and in Urayasu City during the 2011 Tohoku-Oki earthquake
Document Type
Academic Journal
Source
Earthquake Spectra. 29:55-80
Subject
19|Seismology
30|Engineering geology
acceleration
Asia
body waves
Chiba Japan
earthquakes
elastic waves
failures
Far East
foundations
ground motion
Honshu
Japan
KNET
liquefaction
peak ground acceleration
penetration tests
piles
S-waves
seismic networks
seismic waves
settlement
soil mechanics
soil profiles
strong motion
Tohoku-Oki earthquake 2011
Urayasu Japan
velocity
Language
English
ISSN
8755-2930
Abstract
The 2011 MW = 9.0 Tohoku-oki earthquake generated a large number of unique soil liquefaction case histories, including cases with strong ground motion recordings on liquefiable or potentially liquefiable soils. We have compiled a list of 22 strong motion stations (SMS) where surface evidence of liquefaction was observed and 16 SMS underlain by geologically recent sediments or fills where surface evidence of liquefaction was not observed. Pre-earthquake standard penetration test data and borehole shear wave velocity (Vs) profiles are available for some stations, but critical information, such as grain size distribution and fines plasticity, are often lacking. In the heavily damaged city of Urayasu, we performed post-earthquake cone penetration testing at seven SMS and Vs profiles, using surface wave methods at 28 additional locations to supplement existing geotechnical data. We describe the liquefaction effects in Urayasu, the available site characterization data, and our initial data interpretations.