TWO CASE STUDIES OF CONSOLIDATION SETTLEMENT ANALYSIS USING CONSTANT RATE OF STRAIN CONSOLIDATION TEST (CLOSURE)

SOILS AND FOUNDATIONS

KAZUYA YASUHARA¹  KOJI SUZUKI² 

[1] Department of Urban and Civil Engineering, Ibaraki University;Design Department, Civil Engineering Headquarters, Toa Corporation

关键词: failure;    failure criterion;    shear strength;    yield;    (IGC: D6);   

DOI  :  10.3208/sandf.46.268

学科分类：建筑学

来源: Japanese Geotechnical Society / Jiban Kogakkai

【 授权许可】

Unknown