期刊论文详细信息
SOILS AND FOUNDATIONS
REEXAMINATION OF MONONOBE-OKABE THEORY OF GRAVITY RETAINING WALLS USING CENTRIFUGE MODEL TESTS (CLOSURE)
SHINYA NAKAMURA1 
[1] Kurobe River Office, Ministry of Land, Infrastructure and Transport
关键词: artificially frozen soil;    K0 consolidation;    stiffness characteristic;    (IGC: D6);   
DOI  :  10.3208/sandf.47.1001
学科分类:建筑学
来源: Japanese Geotechnical Society / Jiban Kogakkai
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