SEISMIC BEARING CAPACITY OF PILES IN LIQUEFIABLE SOILS (CLOSURE)

SOILS AND FOUNDATIONS

J. A. KNAPPETT²  S. P. G. MADABHUSHI¹ 

[1] University of Cambridge, Department of Engineering;University of Dundee, Division of Civil Engineering, Scotland

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.50.766

学科分类：建筑学

来源: Japanese Geotechnical Society / Jiban Kogakkai

【 授权许可】

Unknown