試料の保存条件が粘性土の一軸圧縮強さ・変形特性に及ぼす影響

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タイトル別名
  • シリョウ ノ ホゾン ジョウケン ガ ネンセイド ノ イチジク アッシュク ツ
  • INFLUENCES OF PRESERVING CONDITIONS ON UNCONFINED COMPRESSIVE STRENGTH AND DEFORMATION CHARACTERISTICS OF COHESIVE SOIL

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To investigate the influences of preserving conditions on the unconfined compressive strength and the deformation characteristics of cohesive soil, unconfined compression tests are performed on reconsolidated remoulded cohesive soil with different preserving temperatures and preserving terms. As a result, the water content and unit weight of the specimen are approximately constant within the range of the present preserving conditions. However, the unconfined compressive strength and the deformation modulus tend to increase with the increase in preserving temperature and preserving term. On the other hand, axial strain at failure decreases with the increase in preserving temperature.

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