SEISMIC BEARING CAPACITY OF PILES IN LIQUEFIABLE SOILS

SOILS AND FOUNDATIONS

W. A. CHARLIE¹ 

[1] Colorado State University, Department of Civil and Environmental Engineering

关键词: dielectric constant;    diffuse double layer;    electrolyte concentration;    liquid limit;    plasticity index;    pore fluids;    smectite;    undrained shear strength;    (IGC: B10/D2/D6);   

DOI  :  10.3208/sandf.50.765

学科分类：建筑学

来源: Japanese Geotechnical Society / Jiban Kogakkai

【 授权许可】

Unknown