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EFFECTS OF FRICTION AND THICKNESS ON LONG-TERM CONSOLIDATION BEHAVIOR OF OSAKA BAY CLAYS

[摘要]

[发布日期] [发布机构]

[效力级别] [学科分类] 建筑学

[关键词] cohesive soil;compaction;laboratory tests;lime mixing;swelling;(IGC: D5) [时效性]

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