압밀비배수 삼축압축실험을 이용한 지반의 포아송비 예측
Poisson’s Ratio Prediction of Soil Using the Consolidation Undrained Triaxial Compression Test
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참고문헌
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초록
The poisson’s ratio was obtained from the effective vertical stress and horizontal stress of consolidation-undrained test. It was analyzed void ratio versepoisson’s ratio. At the result, the effective friction angle was increase with relative density increased, was decreased the poisson’s r atio. The empiricalequation of void ratio and poisson’s ratio was showed very high correlation r2=0.846. The empirical equation was showed that the smaller the voidratio in the fine grained soil than granular soil. In the case of 0.85 times the correlation analysis equation of granular and fine grained soil, theexperimental results were shown very similarly. In especially, the poisson’s ratio prediction results was shown within 5% of the error range, wasrevalidation 0.85 times the correlation analysis equation using the void ratio. In this study, correlation analysis equation of the granular and fine grainedsoil was more reliability of the poisson’s ratio prediction results apply to the void ratio than dry unit weight.
Abstract
The poisson’s ratio was obtained from the effective vertical stress and horizontal stress of consolidation-undrained test. It was analyzed void ratio versepoisson’s ratio. At the result, the effective friction angle was increase with relative density increased, was decreased the poisson’s r atio. The empiricalequation of void ratio and poisson’s ratio was showed very high correlation r2=0.846. The empirical equation was showed that the smaller the voidratio in the fine grained soil than granular soil. In the case of 0.85 times the correlation analysis equation of granular and fine grained soil, theexperimental results were shown very similarly. In especially, the poisson’s ratio prediction results was shown within 5% of the error range, wasrevalidation 0.85 times the correlation analysis equation using the void ratio. In this study, correlation analysis equation of the granular and fine grainedsoil was more reliability of the poisson’s ratio prediction results apply to the void ratio than dry unit weight.
참고문헌 (12)
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