Influence of Degree of Saturation on Unconfined Compression Test Results of Kaolinite
抄録
In order to investigate the influence of degree of saturation on unconfined compression test results of the compacted kaolinite, unconfined compression tests were performed on the compacted soil with different initial dry density and initial degree of saturation. As a consequence, the unconfined compressive strength and the deformation modulus increase with the decrease in the degree of saturation. In addition, linear correlations between the unconfined compressive strength and the suction at failure are obtained. The applicability of these results and conclusions to natural soils will require further research.
飽和度の違いがカオリンの一軸圧縮試験結果に及ぼす影響
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