TY - GEN
T1 - Reliability analysis of 20-km river dike against liquefaction failure
AU - Otake, Yu
AU - Honjo, Yusuke
AU - Hiramatsu, Yuichi
PY - 2014
Y1 - 2014
N2 - The authors proposed a reliability analysis method for long continuous structures considering investigation sites to counter liquefaction failure. This method is characterized by continuously calculating the failure probability caused by liquefaction at an arbitrary point and quantifying the uncertainty concerning the investigation site. The purpose of this study is to verify its effectiveness based on application to an actual river dike that suffered liquefaction failure due to the 2011 Earthquake off the Pacific coast of Tohoku.
AB - The authors proposed a reliability analysis method for long continuous structures considering investigation sites to counter liquefaction failure. This method is characterized by continuously calculating the failure probability caused by liquefaction at an arbitrary point and quantifying the uncertainty concerning the investigation site. The purpose of this study is to verify its effectiveness based on application to an actual river dike that suffered liquefaction failure due to the 2011 Earthquake off the Pacific coast of Tohoku.
UR - http://www.scopus.com/inward/record.url?scp=84896883033&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84896883033&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:84896883033
SN - 9781138001633
T3 - Geotechnical Safety and Risk IV - Proceedings of the 4th International Symposium on Geotechnical Safety and Risk, ISGSR 2013
SP - 299
EP - 304
BT - Geotechnical Safety and Risk IV - Proceedings of the 4th International Symposium on Geotechnical Safety and Risk, ISGSR 2013
T2 - 4th International Symposium on Geotechnical Safety and Risk, ISGSR 2013
Y2 - 4 December 2013 through 6 December 2013
ER -