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“y–ØŠw‰ï˜_•¶�W III
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487/III-26�†
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139�]148•Å
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1994”N
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3ŒŽ
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Œf�ÚŽGŽ��i‰p�j�F
JOURNAL OF GEOTECHNICAL ENGINEERING
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A cyclic elasto�]plastic constitutive model for sand considering the effectof non�]coaxiality.
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This study presents theoretical and experimental investigations into the strength-deformation characteristics of sand under cyclic loading. A constitutive relation for expressing the inelastic behaviour of sandy soil is proposed based on experimental data. The theoretical aspects are based on a plas
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