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        <identifier>oai:kitami-it.repo.nii.ac.jp:00006382</identifier>
        <datestamp>2025-01-30T05:17:15Z</datestamp>
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          <dc:title>Comparison of the TriaxiaI Compression and the Uniconfind Compression Test for Cohesive soil (Part II)</dc:title>
          <dc:title>粘性土における一軸圧縮試験と三軸圧縮試験の比較（第二報）</dc:title>
          <dc:creator>山田, 洋右</dc:creator>
          <dc:creator>32392</dc:creator>
          <dc:creator>鈴木, 輝之</dc:creator>
          <dc:creator>32393</dc:creator>
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          <dc:description>The unconfined compression test is conveniently used for measuring the undrained strength　of cohesive　soil　the　to　the　simplicity　of　its　test　procedure.　In　practice. 　a stress release occurred during sampling of undisturbed soil-which cannot be avoided.The effect of stress release on strength characteristics and deformation characteristics measured by the unconfined compression test is yet uncertain.　　　In this paper，results from the unconfined compression test for some cohesive soils were compared with results of the triaxial compression test on　the same　soils for the purpose of investigating the characteristics of measured values　of the unconfined compression test.</dc:description>
          <dc:description>departmental bulletin paper</dc:description>
          <dc:publisher>北見工業大学</dc:publisher>
          <dc:date>1975-11</dc:date>
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          <dc:identifier>北見工業大学研究報告</dc:identifier>
          <dc:identifier>1</dc:identifier>
          <dc:identifier>7</dc:identifier>
          <dc:identifier>147</dc:identifier>
          <dc:identifier>152</dc:identifier>
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