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 | |
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