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“y–ØŠw‰ï˜_•¶W III
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487/III-26†
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139]148•Å
”NF
1994”N
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3ŒŽ
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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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