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Reduction of seismic response of liquefiable ground by use of unsaturated sandy soil and its effect to lateral resistance of single pile
MITSUJI Kazuya
itemdescription
TitleReduction of seismic response of liquefiable ground by use of unsaturated sandy soil and its effect to lateral resistance of single pile
AuthorsMITSUJI Kazuya
Data nameThe 12th Japan Earthquake Engineering Symposium(CD-ROM)
Page714-717
Year2006
PublisherJapan Association for Earthquake Engineering
LanguageJA
Abstract languageEN
@idhttps://gbank.gsj.jp/ld/resource/geolis/200723517