基礎地盤の圧密度と強度増加の関係

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  • CORRELATION BETWEEN THE DEGREE OF CONSOLIDATION AND THE STRENGTH INCREASE OF FOUNDATIONS
  • キソ ジバン ノ アツ ミツド ト キョウド ゾウカ ノ カンケイ

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In order to know the behaviour of strength change with the degree of consolidation of foundations, a series of triaxial compression tests has been performed using Osaka alluvial clays. The result obtained by these tests is that, the failure envelope corresponding to the arbitrary degree of consolidation can be drawn between the conventional ones of Q-test and Qc-test, and that, the strength constants which should be applied to the bearing capacity formula of consolidating soft foundations due to the surcharge load can be determined by the above failure envelope.

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