期刊论文详细信息
SOILS AND FOUNDATIONS | |
EFFECTS OF FRICTION AND THICKNESS ON LONG-TERM CONSOLIDATION BEHAVIOR OF OSAKA BAY CLAYS | |
TSUYOSHI EMURA5  YOICHI WATABE4  TAKECHIHO TABATA3  KAORU UDAKA1  MASAKI KOBAYASHI2  | |
[1] OYO Corporation;Coastal Development Institute of Technology;Formerly Kansai International Airport Land Development Co., Ltd.;Port and Airport Research Institute;Kansai International Airport Co., Ltd. | |
关键词: cohesive soil; compaction; laboratory tests; lime mixing; swelling; (IGC: D5); | |
DOI : 10.3208/sandf.49.824 | |
学科分类:建筑学 | |
来源: Japanese Geotechnical Society / Jiban Kogakkai | |